HYATT SCHAUMBURG
Transcript of HYATT SCHAUMBURG
GOVERNING CODESBUILDING CODE 2015 INTERNATIONAL BUILDING CODE
2015 INTERNATIONAL EXISTING BUILDING CODEVILLAGE OF SCHAUMBURG TITLE 15, CHAPTER 153, BUILDING CODE
PLUMBING 2015 INTERNATIONAL PLUMBING CODESTATE OF ILLINOIS PLUMBING CODE
MECHANICAL 2015 INTERNATIONAL MECHANICAL CODEELECTRICAL 2014 NATIONAL ELECTRIC CODE
VILLAGE OF SCHAUMBURG TITLE 15, CHAPTER 152: AMENDMENTS TO 2014NATIONAL ELECTRICAL CODE
ACCESSIBILITY ILLINOIS ACCESSIBILITY CODE - TITLE 71 ILL. - ADM. CODEANSI A17.1 CURRENT EDITION
FIRE/ LIFE SAFETY 2015 INTERNATIONAL FIRE CODE2015 NFPA 101VILLAGE OF SCHAUMBURG FIRE PROVISIONS CHAPTER 157
ENERGY CURRENT STATE OF ILLINOIS ADOPTED INTERNATIONAL ENERGYCONSERVATION CODE
FUEL GAS 2015 INTERNATIONAL FUEL GAS CODE
A. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES.
B. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS IN THE FIELD AND IS TO REPORT ANY DISCREPANCIES TO THEARCHITECT.
C. MECHANICAL CONTRACTOR SHALL INSTALL COMPLETE HVAC SYSTEM IN ACCORDANCE WITH ALL APPLICABLELOCAL, STATE, AND FEDERAL CODES AND BUILDING STANDARDS.
D. PLUMBING CONTRACTOR SHALL INSTALL PLUMBING SYSTEMS IN ACCORDANCE WITH ALL APPLICABLE LOCAL,STATE, AND FEDERAL CODES AND BUILDING STANDARDS.
E. ELECTRICAL CONTRACTOR SHALL INSTALL COMPLETE ELECTRICAL SYSTEMS IN ACCORDANCE WITH ALLAPPLICABLE LOCAL, STATE, AND FEDERAL CODES AND BUILDING STANDARDS.
F. THESE CONSTRUCTION DRAWINGS AND SPECIFICATIONS ARE A SET AND SHALL BE DISTRIBUTED INTACT. IF SETSARE DISASSEMBLED TO OBTAIN BIDS FROM SUB-CONTRACTOR, GENERAL CONTRACTOR ASSUMES ALLRESPONSIBILITY FOR SUB-CONTRACTOR COORDINATION.
G. THE CONTRACTOR, PRIOR TO SUBMISSION OF BID, SHALL VISIT THE PROJECT SITE AND BECOME FAMILIAR WITH ALLVISIBLE EXISTING CONDITIONS. AS A RESULT OF HAVING VISITED THE SITE, CONTRACTOR SHALL BE RESPONSIBLEFOR THE INSTALLATION OF THE NEW WORK AS IT RELATES TO THE EXISTING CONDITIONS. THE SUBMISSION OF ABID SHALL BE THE BIDDER'S ACKNOWLEDGEMENT OF HIS VISITATION TO AND INSPECTION OF THE SITE CONDITIONS.THE CONTRACTOR, PRIOR TO SUBMITTING BID, SHALL NOTIFY AND COORDINATE WITH ALL OTHER TRADES THATMAY BE AFFECTED BY THE INSTALLATION OF THIS WORK. THOSE AFFECTED TRADES SHALL LIST AS A SEPARATELINE ITEM IN ADDITION TO BASE BID, THE COST TO MODIFY EXISTING PLUMBING, ELECTRICAL AND/OR MECHANICALSYSTEMS TO ALLOW FOR THE INSTALLATION OF NEW WORK FOR THIS PROJECT. COORDINATE THE ABOVE WITHGENERAL CONTRACTOR DURING BIDDING.
GENERAL NOTES
FINISH SCHEDULE
ST-1 NAWKAW NAWTONE-K TO MATCH EXISTING
ST = BRICK STAIN
INDICATION MANUFACTURER NAME COLOR / PATTERN
ST-2 NAWKAW NAWTONE-K TO MATCH MANGANESE IRONSPOT VELOUR MODULAR BRICK BYENDICOTT CLAY PRODUCTS
INDICATION MANUFACTURER NAME COLOR / PATTERN
MP-1 PAC CLAD PAC-3000 CS (FIRE RETARDANT CORE) COLOR WELD 500 - PEWTER
MP = METAL PANEL
INDICATION MANUFACTURER NAME COLOR / PATTERN
DEFS-1 STO/ DRYVIT LYMESTONE/ FINE SW7636 ORIGAMI WHITE
DEFS = DIRECT APPLIED EXTERIOR FINISH SYSTEM
INDICATION MANUFACTURER NAME COLOR / PATTERN
CC-1 PAC CLAD PAC-2000F COLUMN COVER CHARCOAL
CC = COLUMN COVER
INDICATION MANUFACTURER NAME COLOR / PATTERN
CB-1 PAC CLAD PAC-2000F COLUMN COVER (BASE) CHARCOAL
CB = COLUMN BASE COVER
INDICATION MANUFACTURER NAME COLOR / PATTERN
WC-1 (BASE) LONGBOARD (BASE BID) 6" V-GROOVE LINEAR METAL CEILING LIGHT CHERRY
WC = WOOD CEILING MATERIAL
INDICATION MANUFACTURER NAME COLOR / PATTERN
PT-1
PT = EIFS PAINT COLOR
STO/ DRYVIT LYMESTONE/ FINE SW7636 ORIGAMI WHITE
INDICATION MANUFACTURER NAME COLOR / PATTERN
BR-1 ENDICOTT CLAY PRODUCTS CO. THIN BRICK, RUNNING BOUND, ON TABS II SYSTEM MANGANESE IRONSPOT VELOUR MODULAR
BR = BRICK
INDICATION MANUFACTURER NAME COLOR / PATTERN
EIFS-1 STO/ DRYVIT LYMESTONE/ FINE SW7067 CITYSCAPE
EIFS = EXTERIOR INSULATION FINISH SYSTEM
ALPOLIC (ALTERNATE BID) QCP HARVEST TRAIL BAMBOOTIMBER SERIES
ALUCOBOND (ALTERNATE BID) CHESTNUTNATURAL WOOD GRAIN FINISH
PAC CLAD LIGHT OAKSMOOTH PANELS IN WOOD GRAIN FINISH
WC-1 (ALT 1)
WC-1 (ALT 2)
WC-1 (ALT 3)
LOCATION MAP
ISSUED FOR PERMIT100% CONSTRUCTION DOCUMENT SET
DATED: MARCH 19, 20211. T Title Sheet, Code Analysis, and Finish Schedule2. A200 Canopy and Vestibule Plans3. A300 Canopy and Vestibule Reflected Ceiling Plan
and Finish Schedule4. A800 Exterior and Canopy Details5. D900 Demolition Exterior Elevations6. D910 Demolition Exterior Elevations7. A900 Exterior Elevations8. A910 Exterior Elevations
9. E000 Electrical Symbols, Abbreviations, & Notes10. E200 Canopy Lighting Plan11. E210 Canopy Photometric Plan12. E220 Edge Element Lighting Plan13. E230 Edge Element Lighting Details
ARCHITECTURALChristopher Kidd and Associates, LLC
N48W16550 LISBON RD.MENOMONEE FALLS, WI 53051
PHONE 262.901.0505FAX 262.901.0510
HYATT SCHAUMBURG
1851 McCONNOR PARKWAYSCHAUMBURG, IL 60173
LOCATION MAP
NORTH
SITE
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These drawings, as instrumentsof service, remain the propertyof the Architect or Engineer.Any changes, publication, oruse of any kind is prohibitedunless expressly authorized bysaid party.
ARCHITECT
Christopher D. Kidd, AIA, ALA, RIBAIllinois License # 001016182Expires : November 30, 2022
Copyright 2021
03/19/2021
20113-01
AE COA # 184003003
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TTITLE SHEET, CODE
ANALYSIS, AND FINISHSCHEDULE
SITE
ELECTRICALMichael P. Hahlbeck, P.E., LC, LEED GA, MIES
N48W16550 LISBON RD.MENOMONEE FALLS, WI 53051
PHONE 262.901.0505FAX 262.901.0510
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* COMMUNITY DEVELOPMENT DEPARTMENT SUBMITTAL 06/24/2021
REMOVE ALL CANOPY COMPONENTS IN HATCHED AREA, INCLUDING BUT NOT LIMITED TO ROOFING, STEEL, LIGHTS,EXTERIOR CLADDING MATERIAL, ETC.
DEMOLITION CANOPY AND VESTIBULE PLAN KEY NOTES0.01
0.01 0.01
SAVE STEEL COLUMN - REMOVE AND DISCARD ALL EXTERIOR COMPONENTS AND MATERIALS
0.02
0.020.02
0.02
SAVE AND REUSE STRUCTURE ABOVE, INCLUDING DECK AND ANY INTERMEDIATE SUPPORT STRUCTURE0.03
0.030.03
SCALE:1 DEMOLITION CANOPY AND VESTIBULE PLAN1/4"=1'-0" SCALE:2 CANOPY AND VESTIBULE PLAN
1/4"=1'-0"
REMOVE HATCHED AREA CONNECTING VESTIBULE TO CANOPY AND ASSOCIATED COMPONENTS0.04
0.04
METAL PANEL CANOPY ROOF - SEE DETAILS ON SHEET A800 FOR MORE INFORMATION.
CANOPY AND VESTIBULE PLAN KEY NOTES1.01
1.01
COLUMN COVER - SEE DETAILS ON SHEET A800 FOR MORE INFORMATION1.02
1.02
1.021.02
1.02
34'-5
"V.I.
F.
24'-7
"V.I.
F.
23'-5" V.I.F.
16'-1" V.I.F.
3'-4
"V.I.
F.
3'-4" V.I.F.
0.02
CC-1
CC-1
CC-1
CC-1
MP-1
BR-1BR-1
BR-1
4A800
6A800
8A800
MP-1
MP-1
MP-1
REMOVE SLIDER - SAVE AND REUSE IN NEW PLAN CONFIGURATION0.05
0.05
REINSTALL EXISTING SLIDER THAT WAS SAVED FOR REUSE1.03
1.03
2'-0
"V
.I.F.
2'-0"V.I.F.
BR-1
2'-0"V.I.F.
2'-0"V.I.F.
4'-6
"V.I.
F.
2'-0"V.I.F.
4'-6
"V.I.
F.
NOTE: OVERHANG REQUIRED TODRAIN CANOPY ON VESTIBULE ROOF
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Date Drafted:
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These drawings, as instrumentsof service, remain the propertyof the Architect or Engineer.Any changes, publication, oruse of any kind is prohibitedunless expressly authorized bysaid party.
ARCHITECT
Christopher D. Kidd, AIA, ALA, RIBAIllinois License # 001016182Expires : November 30, 2022
Copyright 2021
03/19/2021
20113-01
AE COA # 184003003
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A200CANOPY AND
VESTIBULE PLANS
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SCALE:2 CANOPY AND VESTIBULE REFLECTED CEILING PLAN1/4"=1'-0"
WOOD METAL PANEL CEILING
CANOPY AND VESTIBULE REFLECTED CEILING PLAN KEY NOTES2.01
34'-5
"V.I.
F.
23'-5" V.I.F.
4'-0 1/2" V.I.F. 8'-0" V.I.F.
111/
2"V
.I.F.
4'-0 1/2" V.I.F.
33'-5
"V.I.
F.
22'-5" V.I.F.
2.01
DOWNLIGHT2.02
2.02
6'-0
"V.I.
F.6'
-0"V
.I.F.
6'-0
"V.I.
F.
1'-6
1/2"
V.I.
F.
BR-1BR-1
BR-1
CC-1
CC-1
CC-1
CC-1
WC-1
MP-1
MP-1
MP-1
MP-1
4A800
6A800
8A800
SCALE:2 CANOPY AND VESTIBULE ROOF PLAN1/4"=1'-0"
CANOPY AND VESTIBULE ROOF PLAN KEY NOTES3.01
3.01
34'-5
"V.I.
F.
23'-5" V.I.F.
MP-1
BR-1BR-1
4A800
8A800
MP-1
MP-1
SLO
PE
TOD
RA
IN
3.02
FULLY ADHERED TPO ROOF MEMBRANE OVER 6" RIGID INSULATION ON GYPSUM DECK BOARD
3.02
TAPERED ROOF INSULATION TO PROVIDE POSITIVE DRAINAGE TO STRUCTURE
3.03 ROOF SCUPPER TO DRAIN TO ROOF BELOW
3.03
3.04 RTU - SAVED DURING DEMOLITION AND REUSED. REINSTALL PER MANUFACTURER'S RECOMMENDATIONS.
3.04
3.05 METAL COPING TO MATCH COLOR OF METAL PANEL - PROVIDE SLOPE FOR POSITIVE DRAINAGE TO ROOF
3.05
3.05
3.05
3.05
BR-1
6'-0
"V.I.
F.
MP-1
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Drafted By:
Checked By:
Date Drafted:
Project #:
These drawings, as instrumentsof service, remain the propertyof the Architect or Engineer.Any changes, publication, oruse of any kind is prohibitedunless expressly authorized bysaid party.
ARCHITECT
Christopher D. Kidd, AIA, ALA, RIBAIllinois License # 001016182Expires : November 30, 2022
Copyright 2021
03/19/2021
20113-01
AE COA # 184003003
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A300CANOPY AND VESTIBULE
REFLECTED CEILING PLANAND FINISH SCHEDULE
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PRE-FINISHED 2-PIECE CAPTO MP-1
PROVIDE NEW 6" METALSTUD FRAMING
WEATHER RESISTANTBARRIER
DEMO EXISTING PARAPET
PRE-FINISHED 2-PIECE CAPTO MATCH ADJACENT FINISHMATERIAL
PROVIDE NEW 6" METAL STUDON TOP OF EXISTING
DEFS-1
BREAK METAL IN LIGHT COVETO MATCH EIFS-1 - CURVEBRAKE METAL AT CORNER
EDGE LIGHTING
EIFS-1
LINE OF EXISTING ROOFBUILDING DECK
SPRAY INSULATION AT BOTTOMOF CAVITY
EIFS-1
LINE OFBUILDING
DEFS-1
EIFS FRAMED BUMPOUTBREAK METAL IN LIGHTCOVE TO MATCH EIFS-1 -CURVE BRAKE METAL ATCORNER
EIFS-1EDGELIGHTING
SCALE:4 DETAIL AT PORTE COCHERE PARAPET1"=1'-0"
2'-6
"
6"
ROOFING MEMBRANE
ROOFING INSULATION (R-30MIN.) OVER 5/8" GYPSUMROOF DECKING ON METALDECK
TWO LAYERS 3/4" FIRERETARDANT TREATEDPLYWOOD BLOCKING CUT ASREQUIRED
MP-1
EXISTING STEEL I-BEAM
EXTERIOR GRADE 5/8"GYPSUM SHEATHING
WC-1
T.O. CANOPY19'-10" A.F.F.
VA
RIE
SV
AR
IES
SCALE:3 DETAIL AT BUILDING PARAPET1"=1'-0" SCALE:2 SECTION DETAIL AT EDGE ELEMENT
1"=1'-0"
1'-0
"
SLOPE FOR POSITIVE DRAINAGE
1'-0
"
4'-6
"V.I.
F.
SCALE:1a PLAN DETAIL AT TOP OF EDGE ELEMENT1"=1'-0"
1'-0"
1'-6
"V.I.
F.
EIFS-1
PROVIDE NEW6" METAL STUDFRAMING
SLOPE FOR POSITIVEDRAINAGE
NEW 3 5/8" METAL STUDFRAMING
T.O. COPINGMATCH HEIGHT ONELEVATION, TYP.
SLOPE FOR POSITIVEDRAINAGE
PROVIDE NEW BLOCKING ASREQUIRED TO PROVIDECOPING SUPPORT
EIFS SHOWN ON DETAILMATERIAL MAY VARY PERLOCATION
4'-6" V.I.F.
21/
2"
EIFS-1
LINE OFBUILDING
DEFS-1
EIFS FRAMED BUMPOUT
BREAK METAL IN LIGHTCOVE TO MATCH EIFS-1 -CURVE BRAKE METAL ATCORNER
EIFS-1
EDGELIGHTING
SCALE:1b PLAN DETAIL AT BASE OF EDGE ELEMENT1"=1'-0"
1'-0"
3"V
.I.F.
EIFS-1
LINE OFBUILDINGDEFS-1
EIFS FRAMED BUMPOUT
EIFS-1
SCALE:1c PLAN DETAIL AT TOP OF EDGE ELEMENT1"=1'-0"
1'-6
"V.I.
F.
EXISTING COLUMN
CC-1
COLUMN CONNECTIONPER MANUFACTURER
CAULK AND BACKERROD AT COLUMN WRAPJOINTS, TYP.
CB-1 SHOWN DASHEDBELOW
CC-1
EXISTING COLUMN
COLUMN CONNECTION
CB-1
3'-4"
3'-4
"
SCALE:6 PLAN DETAIL AT COLUMN WRAP3/4"=1'-0"
SCALE:5 SECTION AT COLUMN BASE3/4"=1'-0"
2"6"
SCALE:8 BRICK PARAPET3"=1'-0"
SCALE:7 WINDOW HEAD TO BRICK CONNECTION3"=1'-0"SCALE:10 BASIS OF DESIGN - EIFS DETAIL
3"=1'-0"
6" METAL STUDS
SUBSTRATE
ADHESIVE
DRAINAGE PLANE - PROVIDEDRAINAGE BOARD, VERTICALNOTCHED TROWEL ADHESIVE, ORGROOVED BACK SIDE OF EPS/INSULATION BOARD TO PROVIDECAPILLARY BREAK BETWEENINSULATION AND DRAINAGE MEDIUM(WEATHER RESISTANT BARRIER)
INSULATION BOARD (R-7.5 C.I. MIN.) -BACK SIDE CAN BE PROVIDED INSMOOTH OR GROOVED. MOISTUREMUST BE ALLOWED TO DRAIN.
REINFORCING MESH
BASE COAT
PRIMER
FINISH COAT
EXISTING 1/2"
EXISTING GLAZING
BR-1
SEALANT ON BOTHSIDES OF FRAME, TYPICAL
PREFINISHED BRAKE METALFLASHING - CONTRACTORRESPONSIBLE FOR COUNTERFLASHING AT JAMB CONDITIONSAT ALL OPENINGS, AS WELL ASAT END DAM CONDITIONS. COLORTO MATCH WINDOW SYSTEM.
WATER RESISTIVE BARRIER
NOTE:ALL FLASHING SHOWN SHALL BESLOPED AND PITCHED FOR POSITIVEDRAINAGE, TYPICAL AT ALL FLASHINGLOCATIONS.
TWO LAYERS OF 3/4" FIRERETARDANT TREATED PLYWOODBLOCKING CUT AS REQUIRED
EXISTING WALLCONSTRUCTION
SCALE:9 WINDOW BASE TO BRICK CONNECTION3"=1'-0"
EXISTING 1/2"
NOTE:ALL FLASHING SHOWN SHALL BESLOPED AND PITCHED FOR POSITIVEDRAINAGE, TYPICAL AT ALL FLASHINGLOCATIONS.
EXISTING GLAZING
BR-1
SEALANT ON BOTHSIDES OF FRAME, TYPICAL
PREFINISHED BRAKE METALFLASHING - CONTRACTORRESPONSIBLE FOR COUNTERFLASHING AT JAMB CONDITIONSAT ALL OPENINGS, AS WELL ASAT END DAM CONDITIONS. COLORTO MATCH WINDOW SYSTEM.
WATER RESISTIVE BARRIER
TWO LAYERS OF 3/4" FIRERETARDANT TREATED PLYWOODBLOCKING CUT AS REQUIRED
EXISTING WALLCONSTRUCTION
EXISTING 1/2"
SLOPE FOR POSITIVE DRAINAGE
PRE-FINISHED METAL COPING
EXISTING WALLCONSTRUCTION
BR-1
WATER RESISTIVE BARRIER
TWO LAYERS OF 3/4" FIRERETARDANT TREATED PLYWOODBLOCKING CUT AS REQUIRED
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Drafted By:
Checked By:
Date Drafted:
Project #:
These drawings, as instrumentsof service, remain the propertyof the Architect or Engineer.Any changes, publication, oruse of any kind is prohibitedunless expressly authorized bysaid party.
ARCHITECT
Christopher D. Kidd, AIA, ALA, RIBAIllinois License # 001016182Expires : November 30, 2022
Copyright 2021
03/19/2021
20113-01
AE COA # 184003003
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A800EXTERIOR AND CANOPY
DETAILS
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GENERAL DEMOLITION NOTES1. THE FOLLOWING DEMOLITION NOTES ARE NOT INCLUSIVE OF ALL DEMOLITION ITEMS. THEY ARE
HIGHLIGHTS TO THE CONTRACTOR TO DEFINE THE LEVEL OF DEMOLITION REQUIRED.CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE PRIOR TO THE COMPLETION OF BIDDINGTO VERIFY THE EXTENT OF DEMOLITION REQUIRED FOR THE COMPLETION OF THE PROJECT.
2. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO COMMENCING WORK ANDREQUEST CLARIFICATION OF ANY DISCREPANCIES, CONFLICTS, OR OMISSIONS IN THECONSTRUCTION DOCUMENTS AND BETWEEN THE CONSTRUCTION DOCUMENTS AND FIELDCONDITIONS. ADDENDA WILL BE ISSUED AS NECESSARY AND WILL BECOME PART OF THECONTRACT DOCUMENTS. FOR THOSE DISCREPANCIES NOT BROUGHT TO THE ATTENTION OF THEARCHITECT IT WILL BE ASSUMED THAT THE CONTRACTOR HAS BID THE MORE EXPENSIVEMETHOD OF CONSTRUCTION.
3. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL, CITY, STATE,AND FEDERAL CODES. CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS FROM THE CITYBUILDING INSPECTION DEPARTMENT IF NECESSARY.
4. REMOVE ANY EXISTING JUNCTION BOXES, RACEWAYS, ETC. (BACK TO SOURCE POINTS) THATBECOME OBSOLETE WITH THE RESULT OF THE RENOVATION.
5. CONTRACTOR SHALL PROVIDE ANY SALVAGED MATERIALS TO OWNER FOR REUSE. VERIFY WITHOWNER PRIOR TO ANY DEMOLITION WORK.
6. REFER TO SHEET A700 FOR MORE INFORMATION ON NEW FINISHES.
7. CONTRACTOR SHALL REMOVE ANY EXISTING CEILING FINISHES, LIGHT FIXTURES, MECHANICALEQUIPMENT, EXHAUST FANS, DUCTWORK, PIPING, POWER, CONTROLS, AND APPURTENANCESTHAT BECOME OBSOLETE AS A RESULT OF THE RENOVATION. SEE ELECTRICAL AND MECHANICALDRAWINGS FOR MORE INFORMATION.HYATT PLACE
4.014.02
4.03
4.03
4.04 4.04 4.04 4.04
4.04
4.04 4.04 4.04 4.04
4.04
4.03
4.03
SAVE AND REUSE EXISTING SLIDERS IN NEW CONFIGURATION - PROTECT SLIDERS AT ALL COSTDURING CONSTRUCTION
DEMOLITION EXTERIOR ELEVATION KEY NOTES
REMOVE CANOPY IN ITS ENTIRETY EXCEPT CENTRAL COLUMNS, BEAMS, AND ANY SUPPORTSTRUCTURE, WHICH SHALL REMAIN INTACT THROUGHOUT THE CONSTRUCTION PROCESS
REMOVE EXISTING EIFS
4.01
4.02
4.03
HATCHED AREA REPRESENTS AREA OF BRICK, COPING, AND ROOFING THAT SHALL BE REMOVED -REMOVE BRICK DOWN TO LEVEL OF ADJACENT SURFACE4.04
4.05 REMOVE PORTION OF WALL CONNECTING VESTIBULE TO CANOPY AND ASSOCIATED COMPONENTS
4.06 EXISTING UNIT SHALL BE REMOVED AND SAVED FOR REUSE - GC SHALL PROTECT EXISTING UNITAT ALL COST FROM DAMAGE THROUGHOUT THE CONSTRUCTION PROCESS
4.07REMOVE CANOPY IN ITS ENTIRETY, INCLUDING BUT NOT LIMITED TO ROOFING, STEEL, DECK,LIGHTS, EXTERIOR CLADDING MATERIALS, ETC.
4.08COLUMNS AND STEEL BEAMS SHALL REMAIN IN CENTER OF EXISTING CANOPY STRUCTURE - SAVEDECK AS APPLICABLE TO THIS AREA AND KEEP FOUNDATION INTACT AT ALL TIMES FOR SAVEDCOLUMNS
4.05
4.04
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Drafted By:
Checked By:
Date Drafted:
Project #:
These drawings, as instrumentsof service, remain the propertyof the Architect or Engineer.Any changes, publication, oruse of any kind is prohibitedunless expressly authorized bysaid party.
ARCHITECT
Christopher D. Kidd, AIA, ALA, RIBAIllinois License # 001016182Expires : November 30, 2022
Copyright 2021
03/19/2021
20113-01
AE COA # 184003003
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D900DEMOLITION EXTERIOR
ELEVATIONS
SCALE:1 DEMOLITION EXTERIOR NORTH ELEVATION3/32"=1'-0"
SCALE:2 DEMOLITION EXTERIOR SOUTH ELEVATION3/32"=1'-0"
HYATT PLACE
4.03
4.03
4.04 4.04 4.04
4.04
4.04
4.04
4.04
4.04
4.05
4.05
4.06
4.06
4.07
4.07
4.084.08
4.08 4.08
GENERAL DEMOLITION NOTES1. THE FOLLOWING DEMOLITION NOTES ARE NOT INCLUSIVE OF ALL DEMOLITION ITEMS. THEY ARE
HIGHLIGHTS TO THE CONTRACTOR TO DEFINE THE LEVEL OF DEMOLITION REQUIRED.CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE PRIOR TO THE COMPLETION OF BIDDINGTO VERIFY THE EXTENT OF DEMOLITION REQUIRED FOR THE COMPLETION OF THE PROJECT.
2. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO COMMENCING WORK ANDREQUEST CLARIFICATION OF ANY DISCREPANCIES, CONFLICTS, OR OMISSIONS IN THECONSTRUCTION DOCUMENTS AND BETWEEN THE CONSTRUCTION DOCUMENTS AND FIELDCONDITIONS. ADDENDA WILL BE ISSUED AS NECESSARY AND WILL BECOME PART OF THECONTRACT DOCUMENTS. FOR THOSE DISCREPANCIES NOT BROUGHT TO THE ATTENTION OF THEARCHITECT IT WILL BE ASSUMED THAT THE CONTRACTOR HAS BID THE MORE EXPENSIVEMETHOD OF CONSTRUCTION.
3. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL, CITY, STATE,AND FEDERAL CODES. CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS FROM THE CITYBUILDING INSPECTION DEPARTMENT IF NECESSARY.
4. REMOVE ANY EXISTING JUNCTION BOXES, RACEWAYS, ETC. (BACK TO SOURCE POINTS) THATBECOME OBSOLETE WITH THE RESULT OF THE RENOVATION.
5. CONTRACTOR SHALL PROVIDE ANY SALVAGED MATERIALS TO OWNER FOR REUSE. VERIFY WITHOWNER PRIOR TO ANY DEMOLITION WORK.
6. REFER TO SHEET A700 FOR MORE INFORMATION ON NEW FINISHES.
7. CONTRACTOR SHALL REMOVE ANY EXISTING CEILING FINISHES, LIGHT FIXTURES, MECHANICALEQUIPMENT, EXHAUST FANS, DUCTWORK, PIPING, POWER, CONTROLS, AND APPURTENANCESTHAT BECOME OBSOLETE AS A RESULT OF THE RENOVATION. SEE ELECTRICAL AND MECHANICALDRAWINGS FOR MORE INFORMATION.
SAVE AND REUSE EXISTING SLIDERS IN NEW CONFIGURATION - PROTECT SLIDERS AT ALL COSTDURING CONSTRUCTION
DEMOLITION EXTERIOR ELEVATION KEY NOTES
REMOVE CANOPY IN ITS ENTIRETY EXCEPT CENTRAL COLUMNS, BEAMS, AND ANY SUPPORTSTRUCTURE, WHICH SHALL REMAIN INTACT THROUGHOUT THE CONSTRUCTION PROCESS
REMOVE EXISTING EIFS
4.01
4.02
4.03
HATCHED AREA REPRESENTS AREA OF BRICK, COPING, AND ROOFING THAT SHALL BE REMOVED -REMOVE BRICK DOWN TO LEVEL OF ADJACENT SURFACE4.04
4.05 REMOVE PORTION OF WALL CONNECTING VESTIBULE TO CANOPY AND ASSOCIATED COMPONENTS
4.06 EXISTING UNIT SHALL BE REMOVED AND SAVED FOR REUSE - GC SHALL PROTECT EXISTING UNITAT ALL COST FROM DAMAGE THROUGHOUT THE CONSTRUCTION PROCESS
4.07REMOVE CANOPY IN ITS ENTIRETY, INCLUDING BUT NOT LIMITED TO ROOFING, STEEL, DECK,LIGHTS, EXTERIOR CLADDING MATERIALS, ETC.
4.08COLUMNS AND STEEL BEAMS SHALL REMAIN IN CENTER OF EXISTING CANOPY STRUCTURE - SAVEDECK AS APPLICABLE TO THIS AREA AND KEEP FOUNDATION INTACT AT ALL TIMES FOR SAVEDCOLUMNS
4.04
4.04
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for:
Hya
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1851
McC
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,IL
6017
3
Drafted By:
Checked By:
Date Drafted:
Project #:
These drawings, as instrumentsof service, remain the propertyof the Architect or Engineer.Any changes, publication, oruse of any kind is prohibitedunless expressly authorized bysaid party.
ARCHITECT
Christopher D. Kidd, AIA, ALA, RIBAIllinois License # 001016182Expires : November 30, 2022
Copyright 2021
03/19/2021
20113-01
AE COA # 184003003
#D
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CLDS
AJV
D910DEMOLITION EXTERIOR
ELEVATIONS
SCALE:1 DEMOLITION EXTERIOR EAST ELEVATION3/32"=1'-0"
SCALE:2 DEMOLITION EXTERIOR WEST ELEVATION3/32"=1'-0"
HYATT PLACE5.01 5.01 5.015.01
5.01
5.01 5.01 5.015.01
5.01
5.02
5.02
5.02
5.02
5.02
5.02
5.02
5.02
5.02
5.02
5.02 5.02
5.02
5.02
5.02 5.02
5.02
5.02
5.02
5.02
5.02
5.02
5.02
5.02
5.02
5.02
5.02
5.02
5.02
5.02
5.02
5.02 5.02
5.025.02
5.02
5.02
5.02
5.02
5.02
5.03
5.03
5.03
5.03
5.03
5.03
5.03
5.03
5.03 5.03
5.065.04
HYATT PLACE
5.05
5.07
5.08 5.085.09
GENERAL NOTES1. ANY MATERIALS OR COLORS SELECTED THAT ARE NOT LISTED IN THIS DRAWING SET MUST BE
SUBMITTED TO THE OWNER AND ARCHITECT FOR APPROVAL.
2. ALL COPING/ PARAPET CAPS SHALL MATCH ADJACENT MATERIAL.
3. ALL PAINT COLORS ARE SELECTED FROM SHERWIN WILLIAMS.
2
1
1
1
1
1
1
1
1
2
2
2
2
2
2
22 2 2
2
2
2 2
2
2
2 2
2 2
2
2
2
2
2
2
2
2
2
2
2
2
2 22
2
2
2
2
2
2
2
2
2
2
2
11 11
33 3
55
FIRST FLOOREL. = 100'-0"
4
7
8
T.O. EDGE ELEMENTEL. = 160'-3"
FIRST FLOOREL. = 100'-0"
T.O. EDGE ELEMENTEL. = 160'-3"
8
9
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
7
T.O. CANOPYEL. = 119-10"
B.O. CANOPYEL. = 117'-4"
5.11 5.11
1A800 2
A8003
A800
3A800
4A800
5A800
6
1aA800
1bA800
1cA800
5
1cA800
1cA800
NEW COPING CAP ON BRICK TO MATCH ADJACENT COLOR - SEE DETAILS ON SHEET A800
EXTERIOR ELEVATION KEY NOTES5.01
CLEAN AND TREAT EXISTING BRICK SURFACES IN THEIR ENTIRETY - PREP EXISTING BRICK TORECEIVE NEW STAIN FINISH5.02
REPAINT ALL EXISTING EIFS5.03
NEW EDGE ELEMENT WITH LIGHTING MADE OF EIFS SYSTEM TO MATCH CANOPY COLOR - SEEDETAILS ON SHEET A800.5.04
NEW SIGN - COORDINATE WITH SIGN CONTRACTOR5.05
REPLACE ALL VINYL LETTERS AND LOGO TO MATCH NEW SIGN5.06
NEW FLAT PANEL METAL PANEL SYSTEM WITH MATCHING COPING COLOR. - SEE 4/A8005.07
EXISTING COLUMN TO REMAIN5.08
REINSTALL EXISTING SAVED SLIDERS INTO NEW PLAN CONFIGURATION5.09
FINISH LEGEND - SEE TITLE SHEET FOR MATERIAL SPECS1 BRICK STAIN-1 (ST-1)
2 BRICK STAIN-2 (ST-2)
3 EIFS (EIFS-1)
4 METAL PANEL (MP-1) INSTALL ON MODIFIED DRIVE UP CANOPY - SEE DETAIL 4/A800
5 DIRECT APPLIED EXTERIOR FINISH SYSTEM (DEFS-1) - ON INSIDE FACE OF EIFS SYSTEM
6
8
COLUMN COVER (CC-1) - SEE DETAIL 6/A800
9
COLUMN BASE COVER (CB-1) - SEE 5/A800
7
BRICK (BR-1) INSTALL ON EXISTING VESTIBULE
10
WOOD CEILING MATERIAL (WC-1) - SEE SHEET A300
EIFS PAINT COLOR (PT-1)
CLAD VESTIBULE WITH BRICK BR-15.10
COORDINATE EXISTING SCUPPER IN FIELD WITH CORRUGATED INFILL PANEL5.11
EXISTING COLUMN TO BE PAINTED TO MATCH COLUMN COVER5.12
TOP OF CANOPY TO DRAIN ON VESTIBULE ROOF5.13
TAPER BACK EDGE ELEMENT - SEE DETAILS ON SHEET A8005.14
5.14SIM.
11 EIFS (EIFS-1) WITH 3/4" GROOVE EVERY 6'-8" O.C. HORIZONTALLY
NOTE:REMOVE AND REPLACE STONE MULCH AROUND PROPERTY.PROVIDE WOOD MULCH AROUND PROPERTY THAT ISCOMPLIANT WITH LOCAL CODE ORIDINANCES
5.01
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for:
Hya
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haum
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1851
McC
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rPar
kway
Sch
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,IL
6017
3
Drafted By:
Checked By:
Date Drafted:
Project #:
These drawings, as instrumentsof service, remain the propertyof the Architect or Engineer.Any changes, publication, oruse of any kind is prohibitedunless expressly authorized bysaid party.
ARCHITECT
Christopher D. Kidd, AIA, ALA, RIBAIllinois License # 001016182Expires : November 30, 2022
Copyright 2021
03/19/2021
20113-01
AE COA # 184003003
#D
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CLDS
AJV
A900EXTERIOR ELEVATIONS
SCALE:1 EXTERIOR NORTH ELEVATION3/32"=1'-0"
SCALE:2 EXTERIOR SOUTH ELEVATION - BASE BID3/32"=1'-0"
HYATT PLACE
5.02
5.02
5.02
5.02
5.02
5.02
5.02
5.02
5.02
5.02
5.02
5.02
5.02
5.02
5.02
5.02
5.02
5.03
5.03
5.03
5.03
5.03
5.03
5.03
5.03
5.06
5.04
5.04
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
22
2
4
6
6 7 7
8 8
GENERAL NOTES1. ANY MATERIALS OR COLORS SELECTED THAT ARE NOT LISTED IN THIS DRAWING SET MUST BE
SUBMITTED TO THE OWNER AND ARCHITECT FOR APPROVAL.
2. ALL COPING/ PARAPET CAPS SHALL MATCH ADJACENT MATERIAL.
3. ALL PAINT COLORS ARE SELECTED FROM SHERWIN WILLIAMS.
T.O. CANOPYEL. = 119-10"
FIRST FLOOREL. = 100'-0"
B.O. CANOPYEL. = 117'-4"
T.O. EDGE ELEMENTEL. = 160-3"
FIRST FLOOREL. = 100'-0"
T.O. EDGE ELEMENTEL. = 160-3"
4
77
88
9
9
10
10
10
10
10
10
T.O. CANOPYEL. = 119-10"
B.O. CANOPYEL. = 117'-4"
5.10
5.10
5.12 5.12
5.01
5.01
5.13
5.13
5.125.12
3A800
3A800
4A800
4A800
5A800
5A800
1aA800
1bA800
8A800
7A800
9A800
8A800
7A800
9A800
5.07
5.07
4'-0"
1'-0"
5.14
5.01
5.01
NOTE:REMOVE AND REPLACE STONE MULCH AROUND PROPERTY.PROVIDE WOOD MULCH AROUND PROPERTY THAT ISCOMPLIANT WITH LOCAL CODE ORIDINANCES
NEW COPING CAP ON BRICK TO MATCH ADJACENT COLOR - SEE DETAILS ON SHEET A800
EXTERIOR ELEVATION KEY NOTES5.01
CLEAN AND TREAT EXISTING BRICK SURFACES IN THEIR ENTIRETY - PREP EXISTING BRICK TORECEIVE NEW STAIN FINISH5.02
REPAINT ALL EXISTING EIFS5.03
NEW EDGE ELEMENT WITH LIGHTING MADE OF EIFS SYSTEM TO MATCH CANOPY COLOR - SEEDETAILS ON SHEET A800.5.04
NEW SIGN - COORDINATE WITH SIGN CONTRACTOR5.05
REPLACE ALL VINYL LETTERS AND LOGO TO MATCH NEW SIGN5.06
NEW FLAT PANEL METAL PANEL SYSTEM WITH MATCHING COPING COLOR. - SEE 4/A8005.07
EXISTING COLUMN TO REMAIN5.08
REINSTALL EXISTING SAVED SLIDERS INTO NEW PLAN CONFIGURATION5.09
FINISH LEGEND - SEE TITLE SHEET FOR MATERIAL SPECS1 BRICK STAIN-1 (ST-1)
2 BRICK STAIN-2 (ST-2)
3 EIFS (EIFS-1)
4 METAL PANEL (MP-1) INSTALL ON MODIFIED DRIVE UP CANOPY - SEE DETAIL 4/A800
5 DIRECT APPLIED EXTERIOR FINISH SYSTEM (DEFS-1) - ON INSIDE FACE OF EIFS SYSTEM
6
8
COLUMN COVER (CC-1) - SEE DETAIL 6/A800
9
COLUMN BASE COVER (CB-1) - SEE 5/A800
7
BRICK (BR-1) INSTALL ON EXISTING VESTIBULE
10
WOOD CEILING MATERIAL (WC-1) - SEE SHEET A300
EIFS PAINT COLOR (PT-1)
CLAD VESTIBULE WITH BRICK BR-15.10
COORDINATE EXISTING SCUPPER IN FIELD WITH CORRUGATED INFILL PANEL5.11
EXISTING COLUMN TO BE PAINTED TO MATCH COLUMN COVER5.12
TOP OF CANOPY TO DRAIN ON VESTIBULE ROOF5.13
TAPER BACK EDGE ELEMENT - SEE DETAILS ON SHEET A8005.14
11 EIFS (EIFS-1) WITH 3/4" GROOVE EVERY 6'-8" O.C. HORIZONTALLY
Ext
erio
rRem
odel
for:
Hya
ttSc
haum
burg
1851
McC
onno
rPar
kway
Sch
aum
burg
,IL
6017
3
Drafted By:
Checked By:
Date Drafted:
Project #:
These drawings, as instrumentsof service, remain the propertyof the Architect or Engineer.Any changes, publication, oruse of any kind is prohibitedunless expressly authorized bysaid party.
ARCHITECT
Christopher D. Kidd, AIA, ALA, RIBAIllinois License # 001016182Expires : November 30, 2022
Copyright 2021
03/19/2021
20113-01
AE COA # 184003003
#D
ATE
RE
VIS
ION
DE
SC
RIP
TIO
N--
-
-03
/19/
2021
ISS
UE
DFO
RP
ER
MIT
---
CLDS
AJV
A910EXTERIOR ELEVATIONS
SCALE:1 EXTERIOR EAST ELEVATION3/32"=1'-0"
SCALE:2 EXTERIOR WEST ELEVATION3/32"=1'-0"
A AMPEREAL ALUMINUMAFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEAHJ AUTHORITY HAVING JURISDICTIONAIC AMPERE INTERRUPTING CAPACITYALT ALTERNATEATS AUTOMATIC TRANSFER SWITCHAWG AMERICAN WIRE GAUGEBFC BELOW FINISHED CEILINGBFG BELOW FINISHED GRADEBLDG BUILDINGBRKR BREAKERC CONDUITCB CIRCUIT BREAKERCC CRASH CARTCCTV CLOSED CIRCUIT TELEVISIONCENT CENTRIFUGECKT CIRCUITCLG CEILINGCOF COFFEE MAKERCP CONTROL PANELCS COMBINATION STARTERCU COPPERDIA DIAMETERDISC DISCONNECTDN DOWNDW DISHWASHEREC ELECTRICAL CONTRACTOREM EMERGENCYEMT ELECTRIC METALLIC TUBINGEOL END OF LINE RESISTORER EXISTING REMOVE FROM SERVICEERL EXISTING RELOCATEDESR EXISTING SAVE FOR REUSEETR EXISTING TO REMAINEX EXISTINGEWC ELECTRIC WATER COOLEREWH ELECTRIC WATER HEATERFAAP FIRE ALARM ANNUNCIATOR PANELFACP FIRE ALARM CONTROL PANELFBO FURNISHED BY OTHERSFIXT FIXTUREFS FLOW SWITCHFT FOOT/FEETG GROUNDGC GENERAL CONTRACTORGEN GENERATORGFI GROUND FAULT INTERRUPTEDGFEP GROUND FAULT EQUIPMENT PROTECTORGFIB GROUND FAULT INTERRUPTED BREAKERGND GROUNDGRC GALVANIZED RIGID CONDUITGYP GYPSUM BOARDHACR HEATING, A/C & REFRIGERATIONHDMI HIGH DEFINITION MULTIMEDIA INTERFACEHL HOYER LIFTHOA HAND-OFF-AUTO SWITCHHORIZ HORIZONTALHP HORSEPOWERHVAC HEATING & VENTILATING CONTRACTORHZ HERTZID INDIRECTIG ISOLATED GROUNDIL INTERLOCKIMC INTERMEDIATE METALLIC CONDUITJB JUNCTION BOXKCMIL THOUSAND CIRCULAR MILSKV KILOVOLTKVA KILOVOLT AMPEREKW KILOWATTKWH KILOWATT HOURLCP LIGHTING CONTROL PANELLSI LONG SHORT INSTANTANEOUSLTG LIGHTINGLV LOW VOLTAGELVT LINE VOLTAGE THERMOSTATMAG MAGNETIC STARTERMAN MANUAL STARTERMCB MAIN CIRCUIT BREAKERMCC MOTOR CONTROL CENTERMDP MAIN DISTRIBUTION PANELMIC MICROWAVEMLO MAIN LUGS ONLYMSB MAIN SWITCHBOARDMTD MOUNTEDMTS MANUAL TRANSFER SWITCHNC NORMALLY CLOSEDNIC NOT IN CONTRACTNO NORMALLY OPENNTS NOT TO SCALENU NEAR UNITOU ON UNITPB PUSHBUTTONØ PHASEPEND PENDANTPC PHOTO CONTROLPLBG PLUMBING CONTRACTORPNL PANELPVC POLY VINYL CHLORIDERAI REMAIN AS ISRE/CKT RECONNECT TO EXISTING CIRCUITRECEPT RECEPTACLEREF REFRIGERATORRM ROOMRVS REDUCED VOLTAGE STARTINGST SHUNT TRIPSURF SURFACESW SWITCHTC TIME CLOCKTI TENANT IMPROVEMENTTL TWIST LOCKTR TAMPER RESISTANTTYP TYPICALUCR UNDER COUNTER REFRIGERATORUG UNDERGROUNDUNIV UNIVERSALUON UNLESS OTHERWISE NOTEDUPS UNINTERRUPTIBLE POWER SUPPLYUSS UNIT SUBSTATIONV VOLT OR VOLTAGEWP WEATHERPROOFWR WEATHER RESISTANTXFMR TRANSFORMER
ABBREVIATIONSGENERAL ELECTRICAL REQUIREMENTS
A. ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE (NEC), NATIONAL ELECTRICAL SAFETY CODE(NESC), NATIONAL FUEL AND GAS CODE (NFPA 54), INTERNATIONAL BUILDING CODE (IBC), STANDARD FORELECTRICAL SAFETY IN THE WORKPLACE (NFPA 70E), DOT REGULATIONS AND ALL APPLICABLE INDUSTRY,NATIONAL AND LOCAL CODES, LAWS AND AUTHORITIES HAVING JURISDICTION RELATING TO ANY PORTION OFTHIS PROJECT. CONTRACTOR TO FOLLOW THE MORE RESTRICTIVE REQUIREMENTS. CONTRACT DOCUMENTSINCLUDE PROVIDING LABOR, MATERIALS, EQUIPMENT, SERVICES, AND FEES NECESSARY FOR A COMPLETE ANDSAFE INSTALLATION OF THE ELECTRICAL WORK IN ACCORDANCE WITH THESE CODES, LAWS AND REGULATIONS.ALWAYS CONSULT THE APPLICABLE CODE OR STANDARD IN ITS ENTIRETY FOR COMPLETE INFORMATION ANDREQUIREMENTS.
B. MATERIALS, EQUIPMENT AND SYSTEMS SHALL BE UL LISTED WHEN APPLICABLE AND SHALL MEET ALLPERTINENT REQUIREMENTS OF THE AMERICAN SOCIETY FOR TESTING MATERIALS (ASTM), NATIONALELECTRICAL CODES (NEC), THE UNDERWRITERS LABORATORY (UL), THE NATIONAL ELECTRIC MANUFACTURERSASSOCIATION (NEMA), NATIONAL FIRE PROTECTION AGENCY (NFPA), AMERICAN NATIONAL STANDARDSINSTITUTES (ANSI), AND OTHER NATIONALLY RECOGNIZED AGENCIES AS WELL AS APPLICABLE LOCAL CODES.
C. ANYTHING DRAWN OR SPECIFIED SHALL NOT BE CONSTRUED TO CONFLICT WITH ANY LOCAL MUNICIPAL ORSTATE LAW, REGULATION OR ORDINANCE WHICH GOVERNS THE INSTALLATION OF ANY ELECTRICAL OR RELATEDWORK. ITEMS SHALL NOT BE INSTALLED IN CONFLICT WITH THE NEC OR LOCAL UTILITY. RESOLVE ANY AND ALLCONFLICTS BEFORE INSTALLATION AT NO ADDITIONAL EXPENSE TO THE OWNER.
D. ALL ELECTRICAL EQUIPMENT SHALL BE LISTED AND LABELED FOR THE QUALIFIED USE. CIRCUIT BREAKERINTERRUPT CAPACITY SHALL EQUAL OR EXCEED AVAILABLE FAULT CURRENT FROM UTILITY. SHORT CIRCUITRATINGS INDICATED ON SCHEDULES ARE FOR ESTIMATING PURPOSES ONLY, PROVIDE HIGHER RATINGS WHENREQUIRED BY UTILITY. AFTER INSTALLATION IS COMPLETE, BALANCE CIRCUIT LOADS EQUALLY (+/- 10%) ON ALLPHASES AT EACH PANEL.
E. AT THE TIME OF BIDDING, BIDDERS SHALL FAMILIARIZE THEMSELVES WITH THE DRAWINGS AND SPECIFICATIONS.ANY QUESTIONS, CONFLICTS, DELETIONS, AND DISCREPANCIES BETWEEN EQUIPMENT SUPPLIED AND THEINTENT OR FUNCTION OF THE EQUIPMENT, ETC. SHALL BE SUBMITTED TO THE ARCHITECT IN WRITING FORCLARIFICATION. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, AND SUITABILITY OF ALLELECTRICAL SYSTEMS AND COMPONENTS AND SHALL INCLUDE IN THEIR ORIGINAL BID ALL REQUIREDMODIFICATIONS NECESSARY TO PROPERLY COMPLETE THEIR WORK.
F. SEQUENCE, COORDINATE, AND INTEGRATE INSTALLATIONS OF ELECTRICAL MATERIALS AND EQUIPMENT FOREFFICIENT FLOW OF THE WORK. GIVE PARTICULAR ATTENTION TO LARGE EQUIPMENT REQUIRING POSITIONINGPRIOR TO CLOSING-IN THE BUILDING. COORDINATE THE CUTTING AND PATCHING OF BUILDING COMPONENTS TOACCOMMODATE INSTALLATION OF ELECTRICAL EQUIPMENT AND MATERIALS. COORDINATE DELIVERY OFEQUIPMENT AND FIXTURES TO ACCOMMODATE THE PROJECT CONSTRUCTION SCHEDULE.
G. PROVIDE A SEPARATE CODE SIZED GREEN EQUIPMENT GROUND CONDUCTOR IN ALL CONDUITS AND RACEWAYSCONTAINING LINE VOLTAGE CIRCUITS. FOR ALL 20A CIRCUITS, EQUIPMENT GROUND CONDUCTOR SIZE SHALLMATCH PHASE CONDUCTOR SIZE. FOR CIRCUITS UPSIZED FOR VOLTAGE DROP INCREASE EQUIPMENTGROUNDING CONDUCTOR SIZE PER CODE.
H. ALL CIRCUITS REQUIRE A DEDICATED NEUTRAL (GROUNDED CONDUCTOR) WHICH SHALL BE WHITE OR GRAY INCOLOR. NEUTRAL CONDUCTORS SHALL NOT BE SHARED FOR ANY WIRING UNLESS FOR SYSTEMS FURNITUREREQUIRING A SHARED NEUTRAL. PROVIDE HANDLE TIE BREAKERS FOR THESE INSTANCES.
I. PRIOR TO ROUGH-IN, VERIFY MOUNTING HEIGHTS AND FINAL LOCATIONS WITH ARCHITECTURAL DETAILS ANDVENDOR DRAWINGS. VERIFY ELECTRICAL REQUIREMENTS (INCLUDING BUT NOT LIMITED TO, VOLTAGE, PHASE,AMPS, HP, KW, QUANTITY, ETC.) FOR ALL PROJECT SELECTED EQUIPMENT.
J. AREAS WHERE EXISTING CONCRETE SLAB IS TO BE CUT SHALL FIRST BE SCANNED WITH APPROPRIATEINSTRUMENTS TO DETERMINE THE PRESENCE OF ALL EXISTING UNDER FLOOR PIPING, CONDUIT, ETC. IF INNERSLAB PIPING OR CONDUIT IS DETECTED, THE AREA IS TO BE DEMOLISHED WITH HAND METHODS. PIPING ORCONDUIT CUT BY DEMOLITION ACTIVITY SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
K. IN ROOMS WITH ACOUSTICAL CEILING TILE, CONTRACTOR TO COORDINATE THE INSTALLATION OF CEILINGMOUNTED ELECTRICAL, HVAC, FIRE ALARM AND SPRINKLER DEVICES SO ONLY ONE DEVICE EXISTS PER CEILINGTILE; CENTERED WITHIN TILE.
L. ALL ELECTRICAL PENETRATIONS AT FIRE-RATED ASSEMBLIES SHALL BE THROUGH U.L. LISTEDNON-COMBUSTIBLE SLEEVES OR CONDUITS THAT ARE SECURELY FIRE-CAULKED AND SEALED IN PLACE AS A U.L.LISTED ASSEMBLY. JUNCTION BOXES WITHIN EITHER FACE OF FIRE-RATED WALLS SHALL BE FIRE-RATED ORHAVE A MINIMUM 24" CLEARANCE FROM EACH OTHER TYPICAL.
M. CONTRACTOR SHALL CAREFULLY INVESTIGATE STRUCTURAL CONDITIONS, WALL AND CHASE LOCATIONS ANDROOM FINISHES AND MAKE ACTUAL MEASUREMENTS ON THE JOB SO THAT ALL ELECTRICAL EQUIPMENT SUCHAS PANELBOARDS, SWITCHES, RECEPTACLES, LIGHTING FIXTURES, FIRE ALARM STATIONS, HORNS,ANNUNCIATORS, CONDUITS AND ACCESSORIES SHALL HAVE ADEQUATE CLEARANCES AS REQUIRED BY NECAND BY THE MANUFACTURER'S REQUIRED INSTALLATION PRACTICES. ALL EQUIPMENT SHALL BE CONNECTED INA WAY THAT ALLOWS AMPLE MAINTENANCE SPACE AND PASSAGE SPACE. DO NOT ROUTE PIPING, DUCTWORK,ETC. ABOVE ELECTRICAL PANELS.
N. THE ELECTRICAL CONTRACTOR SHALL COOPERATE CLOSELY WITH ALL OTHER TRADES TO EXPEDITECONSTRUCTION AND AVOID INTERFERENCES AND CONFLICTS. BEFORE ANY PIPING, DUCTWORK, CONDUIT, ETC.IS INSTALLED, IT SHALL BE COORDINATED CAREFULLY BETWEEN ALL TRADES.
O. FOR ALL WALL TYPES, REFER TO ARCHITECTURAL DRAWINGS.
P. ELECTRICAL CONTRACTOR TO PROPERLY SEAL ALL EXTERIOR RACEWAYS & CONDUITS TO PREVENT THEINFILTRATION OF WATER INTO THE ELECTRICAL DISTRIBUTION SYSTEM.
Q. EXPOSED CONDUIT SHALL BE INSTALLED IN STRAIGHT LINES, PARALLEL OR IN RIGHT ANGLES TO THE BUILDINGSTRUCTURE. DO NOT LOOP EXCESS FLEXIBLE CONDUIT IN CEILING SPACE OR WALL CAVITY.
R. TYPE MC CABLE, IF USED, SHALL CONFORM TO THE INSTALLATION STANDARDS SET FORTH IN THE NATIONALARMORED CABLE MANUFACTURERS ASSOCIATION (NACMA); INSTALLATION STANDARD FOR TYPE AC & TYPE MCARMORED CABLES, IN ADDITION TO ALL APPLICABLE NATIONAL ELECTRIC CODE (NEC), UNDERWRITERSLABORATORY (UL) AND MUNICIPAL CODE REQUIREMENTS. SEE SPECIFICATIONS FOR SPECIFIC CABLEREQUIREMENTS. IN AREAS WHERE 0-10V DIMMING CONTROL IS REQUIRED THE POWER AND CONTROL CIRCUITSSHALL BE PROVIDED UNDER A SINGLE INTERLOCKED ARMOR. ALL POWER CONDUCTORS SHALL BE STRANDEDTHHN/THWN COPPER CONDUCTORS.
S. ROOF PENETRATIONS SHALL COMPLY WITH "SMACNA" AND "NRCA" STANDARDS AND WITH THE REQUIREMENTSOF THE EXISTING ROOFING WARRANTY, IF APPLICABLE. DO NOT PERFORM ROOFING PENETRATIONS IN AMANNER WHICH WOULD VOID OR OTHERWISE LIMIT THE EXISTING ROOFING WARRANTY.
T. THERE SHALL BE NO NOTCHING OF ANY FRAMING LUMBER, STUDS, JOISTS, RAFTERS, ETC. DRILLED HOLES MUSTNOT EXCEED 150 PERCENT OF THE PIPE SIZE. BORED HOLES SEE NEC ARTICLE 300-4(A)(1).
U. WHEN CONDUIT EXTENDS VERTICALLY THROUGH A PAVED OR CONCRETE SURFACE, A SLEEVE SHALL BEPLACED AROUND THE CONDUIT TO PREVENT DIRECT CONTACT WITH THE PAVED OR CONCRETE SURFACE TOHELP PREVENT DAMAGE CAUSED BY GROUND MOVEMENT.
V. UPDATE THE AS-BUILT DRAWING SET DAILY WITH JOB PROGRESS. SEE SPECIFICATION SECTION 16010, 3.04RECORD DRAWINGS FOR FURTHER INFORMATION.
W. ALL BRANCH CIRCUIT NEUTRAL & GROUND CONDUCTORS SHALL BE GROUPED IN ELECTRIC PANEL(S) ANDWIREWAY(S) WITH THE CORRESPONDING BRANCH CIRCUIT CONDUCTOR(S) THROUGH THE USE OF NYLON-TYPETIE WRAPS OR APPROVED ELECTRICAL TAPE.
X. PRIOR TO COMPLETION AND ACCEPTANCE OF THE FACILITY ALL INSTALLED SYSTEMS, DEVICES AND RELATEDITEMS SHALL BE TESTED AND OPERATED IN PLACE ON SITE. REPLACE ANY AND ALL CONTRACTOR-SUPPLIEDDEFECTIVE DEVICES, ITEMS OR SYSTEMS AT CONTRACTORS OWN EXPENSE BEFORE COMPLETION OF THEPROJECT. VERIFY CORRECT ROTATION OF ALL 3-PHASE MOTORS. BE AVAILABLE DURING INITIAL STARTUP OFALL EQUIPMENT ELECTRICALLY CONNECTED UNDER THIS CONTRACT WHETHER OR NOT START UP SERVICE ISBY OTHERS. ARRANGE WITH OWNER TO ENSURE EACH PIECE OF EQUIPMENT ELECTRICALLY CONNECTEDUNDER THIS CONTRACT IS STARTED AND CHECKED FOR PROPER ELECTRICAL OPERATION.
Y. ALL CABLES ROUTED THROUGH AREAS WITH EXPOSED CEILINGS OR THAT ARE OPEN TO STRUCTURE SHALLHAVE ALL LOW VOLTAGE CABLING CONCEALED IN EMT CONDUIT. PROVIDE FACTORY PREFINISHED BLUE COLORCONDUIT FOR ALL EXPOSED COMMUNICATIONS CABLING.
ELECTRICAL LIGHTING PLAN NOTES
A. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN, SHEETA300 FOR EXACT LOCATION OF ALL LIGHT FIXTURES, AND CEILINGMOUNTED DEVICES.
B. ELECTRICAL CONTRACTOR SHALL WIRE NIGHT LIGHTS (NL) ANDEMERGENCY LIGHTS (EM) TO UNSWITCHED HOT LEG OF BRANCHCIRCUITS AS SHOWN.
C. ALL LIGHT SWITCH LOCATIONS SHALL HAVE A MINIMUM 3/4"CONDUIT TO AN ACCESSIBLE LOCATION ABOVE THE CEILING.
NO ENERGIZED WORK SHALL BE PERFORMED ON THE PROJECT. IF THEUTILITY SOURCE NEEDS TO BE DE-ENERGIZED TO SAFELY WORK ONEQUIPMENT THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITHTHE GENERAL CONTRACTOR AND THE UTILITY FOR AFTER-HOURSSHUTDOWN OF THE UTILITY SOURCE. IF OTHER TENANTS OR BUILDINGOCCUPANTS WILL BE AFFECTED BY THE SHUTDOWN THE ELECTRICALCONTRACTOR SHALL ALSO COORDINATE ALL REQUIREMENTS OF THEOTHER TENANTS AND/OR BUILDING OCCUPANTS. PROPER LOCK-OUTAND TAG-OUT PROCEDURES SHALL BE USED FOR ALL DE-ENERGIZEDWORK INCLUDING PROVIDING GROUNDING OF UTILITY SOURCES WHENWORKING ON DE-ENERGIZED SERVICE ENTRANCE EQUIPMENT.
*SPECIAL NOTE RELATIVE TO LIVE WORK*
GENERAL ELECTRICAL CONSTRUCTION NOTES
1. THE GENERAL NOTES SHALL BE PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACTDOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN AND ARE TO BE REFERRED TO BY THECONTRACTOR. THE CONTRACTOR IS TO FAMILIARIZE HIMSELF AND ACKNOWLEDGES HIS FAMILIARITY WITH ALLTHE GENERAL NOTES AS WELL AS ANY AND ALL DRAWING SHEET SPECIFIC NOTES BELOW.
2. ALL DRAWINGS ARE SCHEMATIC IN NATURE AND THE REQUIRED INSTALLATION IS NOT LIMITED TO WHAT ISSHOWN. ALL APPURTENANCES NECESSARY TO PROVIDE A COMPLETE AND OPERATIONAL SYSTEM MUST BEINCLUDED IN THE CONTRACTOR'S ORIGINAL BID.
3. NO WORK SHALL BE PERFORMED PRIOR TO REVIEW AND APPROVAL OF ALL REQUIRED SHOP DRAWINGS,PRODUCT MATERIAL AND EQUIPMENT SUBMITTALS. ANY WORK INSTALLED PRIOR TO MEETING THESEREQUIREMENTS SHALL BE REMOVED BY CONTRACTOR WHERE DIRECTED BY CONTRACT ADMINISTRATOR.
4. LOCATION OF EXISTING AND PROPOSED SERVICES SHOWN ARE APPROXIMATE AND MUST BE CONFIRMEDINDEPENDENTLY BY THE CONTRACTOR WITH THE UTILITY COMPANIES PRIOR TO COMMENCEMENT OFCONSTRUCTION. IF DISCREPANCIES EXIST, NOTIFY THE ENGINEER IMMEDIATELY IN WRITING.
5. UNSUITABLE MATERIAL, CONSTRUCTION DEBRIS, EXCESS SOILS, ETC. SHALL BE PROPERLY REMOVED &DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES & LAWS.
6. THE CONTRACTOR IS RESPONSIBLE TO TAKE EROSION CONTROL MEASURES NECESSARY IN ACCORDANCE WITHLOCAL GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL TO PREVENT SEDIMENT AND/OR LOOSE DEBRISFROM WASHING ONTO ADJACENT PROPERTIES FOR ALL UNDERGROUND CONSTRUCTION AND TRENCHINGACTIVITIES.
7. ALL SIDEWALKS, CURBS, AND PAVEMENT DAMAGED BY THE ELCTRICAL CONSTRUCTION ACTIVITIES SHALL BEREPAIRED OR REPLACED BY THE ELECTRICAL CONTRACTOR, WHETHER SPECIFIED ON THIS PLAN OR NOT.
8. CHRISTOPHER KIDD AND ASSOCIATES IS NOT RETAINED BY ANY PARTY FOR JOB SITE SAFETY OR AS ACONSTRUCTION SUPERVISION CONTRACTOR, NOR IS THE ENGINEER OF RECORD FOR THE SAME. CONTRACTORSHALL PERFORM ALL ITS ACTIVITIES IN A SYSTEMATIC AND SAFE MANNER IN ACCORDANCE WITH OSHAREQUIREMENTS, AND ANY CODES, RULES, REGULATIONS, AND OR LAWS OF THE APPLICABLE GOVERNINGJURISDICTIONS TO ENSURE THE PROTECTION AND SAFETY OF THE PUBLIC AND THE JOB SITE.
9. THE DRAWINGS REPRESENT THE BEST INFORMATION AVAILABLE TO THE ENGINEER. ALL DIMENSIONS AND SIZESSHALL BE FIELD VERIFIED. DO NOT SCALE FROM DRAWINGS. SMALL DEVIATIONS BETWEEN THE DRAWINGS ANDACTUAL CONDITIONS ENCOUNTERED SHALL BE RECONCILED DURING THE PERFORMANCE OF THE WORK ANDSHALL NOT CONSTITUTE REASON FOR ADDITIONAL COMPENSATION TO THE CONTRACTOR. NOTIFY THECONTRACT ADMINISTRATOR IF ACTUAL CONDITIONS DEVIATE SUBSTANTIALLY FROM THOSE INDICATED ON THEDRAWINGS. CONTACT THE ENGINEER OF RECORD WITH ANY NEED FOR ADDITIONAL DIMENSIONS ORCLARIFICATIONS.
10. THE ENGINEER OF RECORD SHALL NOT SUPERVISE, DIRECT OR HAVE CONTROL OVER THE CONTRACTOR'S WORKNOR HAVE ANY RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES ORPROCEDURES SELECTED NEITHER BY THE CONTRACTOR NOR FOR THE CONTRACTOR'S SAFETY PRECAUTIONSOR PROGRAMS IN CONNECTION WITH THE WORK. THESE RIGHTS AND RESPONSIBILITIES ARE SOLELY THOSE OFTHE CONTRACTOR IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
11. THE ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR ANY ACTS OR OMISSIONS OF THE CONTRACTOR,SUBCONTRACTOR, AND ANY ENTITY PERFORMING ANY PORTIONS OF THE WORK, OR ANY AGENTS OREMPLOYEES OF ANY OF THEM.
12. THE ENGINEER OF RECORD DOES NOT GUARANTEE THE PERFORMANCE OF THE CONTRACTOR AND SHALL NOTBE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO PERFORM ITS WORK IN ACCORDANCE WITH THECONTRACT DOCUMENTS OR ANY APPLICABLE LAWS, CODES, RULES OR REGULATIONS.
13. PRIOR TO STARTING ANY CONSTRUCTION RELATED ACTIVITIES, THE CONTRACTOR SHALL ENSURE THAT ANY ANDALL PERMITS AND APPROVALS HAVE BEEN OBTAINED, AND/OR WILL OBTAIN THOSE THAT ARE TO BE OBTAINEDDURING CONSTRUCTION, BY AND OR FROM THE APPROPRIATE GOVERNING JURISDICTIONS‘ LEGALREQUIREMENTS. CONTRACTOR WILL ALSO RENEW ANY SUCH PERMITS. THE CONTRACTOR ASSUMES ALL RISKASSOCIATED WITH THE COMMENCEMENT OF CONSTRUCTION WITHOUT SATISFYING ALL OF THE LEGALREQUIREMENTS.
14. CONTRACTOR SHALL BE LIABLE FOR ANY COSTS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF THEVIOLATION OF ANY SUCH LEGAL REQUIREMENTS BY THE CONTRACTOR, ANY SUBCONTRACTORS OR ANYONE FORWHOM THE CONTRACTOR IS RESPONSIBLE. THE CONTRACTOR SHALL INDEMNIFY, DEFEND AND SAVE HARMLESSTHE OWNER AND CHRISTOPHER KIDD AND ASSOCIATES AND THE ENGINEER OF RECORD FROM AND AGAINST ANYSUCH COSTS, DAMAGES, LOSSES AND EXPENSES, INCLUDING REASONABLE ATTORNEY FEES ANDDISBURSEMENTS, ATTRIBUTABLE TO ANY SUCH VIOLATION OR NONCOMPLIANCE BY CONTRACTOR OR ANYSUBCONTRACTOR, AS WELL AS ANY DELAY IN THE COMPLETION OF THE WORK. NO CONSTRUCTION RELATEDACTIVITIES SHOULD COMMENCE UNTIL THE CONTRACTOR HAS THOROUGHLY REVIEWED THE ENTIRE CONTRACTDOCUMENTS AND THOROUGHLY REVIEWED THE APPROVALS AND PERMITS OBTAINED FROM THE APPROPRIATEGOVERNING JURISDICTIONS. CONTRACTOR SHALL MAINTAIN ALL SUCH PERMITS AND APPROVALS AT THE JOBSITE AT ALL TIMES AND MAKE SAME AVAILABLE UPON REQUEST.
15. THE CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR THE PROCUREMENT ANDSCHEDULING OF ANY AND ALL CERTIFICATIONS, TESTING, INSPECTIONS, ETC., INCLUDING THOSE THAT SHALL BEPERFORMED BY THIRD PARTIES, REQUIRED BY THE APPROPRIATE GOVERNING JURISDICTIONS DURING THECOURSE OF CONSTRUCTION OR FOR THE PURPOSES OF PROCURING SIGNOFFS, CERTIFICATE OF COMPLETIONSOR CERTIFICATE OF OCCUPANCY. IF THE CONTRACT DOCUMENTS OR ANY LAWS, RULES, ORDINANCES ORREGULATIONS OF ANY FEDERAL, STATE OR LOCAL GOVERNMENTAL AUTHORITIES HAVING JURISDICTION OVERTHE WORK REQUIRE THAT ANY WORK BE INSPECTED OR TESTED, CONTRACTOR SHALL GIVE SUCH GOVERNINGENTITIES TIMELY NOTICE OF READINESS OF THE WORK FOR INSPECTION OR TESTING, COORDINATE AND FIX THEDATE FOR SUCH INSPECTION OR TESTING BY SUCH JURISDICTIONAL ENTITIES AND PROCURE THE NECESSARYMEANS TO HAVE SUCH INSPECTION OR TESTING PERFORMED TO THE SATISFACTION OF THE GOVERNINGJURISDICTIONAL ENTITIES.
16. WHEN CONSTRUCTION TAKES PLACE DURING BUSINESS HOURS, ADEQUATE PROVISION SHALL BE MADE FOR THESAFETY AND COMFORT OF OCCUPANTS. TEMPORARY SOUND BARRIERS SHALL BE PROVIDED WHERE INTENSEPROLONGED CONSTRUCTION NOISES WILL DISTURB BUILDING OCCUPANTS IN THE OCCUPIED PORTIONS OF THEBUILDING DURING BUSINESS HOURS.
17. WHEN CONSTRUCTION IS DONE AFTER HOURS OR ON WEEKENDS, THE FACILITY SHALL ASSURE THAT ALL AREASOF CONSTRUCTION ARE CLEANED THOROUGHLY AND A CLEAN SAFE ENVIRONMENT IS PROVIDED BEFORE STARTOF NEXT BUSINESS DAY.
18. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN CLARIFICATION OF AN APPARENT CONFLICT ORINCONSISTENCY IN THE DRAWINGS, SPECIFICATIONS OR DESIGN PRIOR TO THEIR BID AND IN WIRING TO THEENGINEER. OTHERWISE, THE CONTRACTOR ACCEPTS RESPONSIBILITY TO CORRECT (AT HIS COST) ANY SUCHITEMS TO MEET THE INTENT AS INTERPRETED BY THE ENGINEER.
19. ALL DEVICE BACK BOXES TO BE MOUNTED FLUSH TO THE FINISH SURFACE AND PERPENDICULAR TO TO FINISHWALLS AND CEILING SURFACES USING STANDARD UL LISTED ELECTRICAL ASSEMBLIES AND ASSOCIATEDHARDWARE. ANY 'CUT-IN' STYLE BOXES USED IN REMODELING SITUATIONS SHALL BE INSTALLED WITH THEMOUNTING EARS FLUSH TO THE WALL SURFACE SO THE FINISH DEVICE SITS FLUSH TO THE WALL SURFACE.
20. MINOR ITEMS OF WORK SUCH AS CUTTING, BLOCKING, TRIM, ETC., SHALL BE PERFORMED AS REQUIRED TO MAKETHE WORK COMPLETE AND SECURE WHETHER SHOWN OR NOTED ON THE CONTRACT DOCUMENTS OR NOT.
21. NOTIFY AND COORDINATE WITH OWNER BEFORE USING ANY VOLATILE OR FUME PRODUCING COMPOUNDS SUCHAS DUCT SEALANT, CLEANING FLUIDS AND INSULATION GLUE. PROVIDE MEANS OF TEMPORARY VENTILATION.
22. CONTRACTOR SHALL REPAIR ALL DAMAGE TO THE BUILDING, FIXTURES AND FINISHES CAUSED BY CONTRACTORDURING THE PERFORMANCE OF THE WORK. REPAIRS SHALL BE PERFORMED BY QUALIFIED TRADESMEN ANDSHALL BE COMPLETED IN A MANNER ACCEPTABLE TO THE CONTRACT ADMINISTRATOR.
23. WORK CALLED FOR IN THE SPECIFICATIONS, BUT NOT SHOWN ON THE DRAWING IN THEIR PRESENT FORM ORVICE VERSA, AND WORK NOT SPECIFIED IN EITHER THE CONTRACT SPECIFICATIONS OF DRAWINGS BUT INVOLVEDIN CARRYING OUT THEIR INTENT OR NECESSARY TO COMPLETE AND PROPERLY EXECUTE THE WORK ISREQUIRED AND SHALL BE PERFORMED AS THOUGH IT WERE SPECIFICALLY OUTLINED OR DESCRIBED.
24. WHERE JOB CONDITIONS REQUIRE CHANGES FROM THE CONTRACT DOCUMENTS THAT DO NOT CHANGE THESCOPE OF INSTALLATION OR NATURE OF WORK REQUIRED, THE CONTRACTOR SHALL MAKE SUCH CHANGESWITHOUT ADDITIONAL COST TO THE OWNER. NO OTHER CHANGES MAY BE MADE WITHOUT WRITTEN PERMISSIONOF THE OWNER. PROVIDE ALL CONDUIT OFFSETS AND MISCELLANEOUS MATERIALS REQUIRED TO COORDINATEWITH BUILDING COMPONENTS AND WORK OF OTHER TRADES.
LED PENDANT LIGHT, SEE FIXTURE SCHEDULE
WALL MOUNTED LED LIGHT (FIXTURE ID WITH 'EM'DESIGNATES EMERGENCY)
SUSPENDED 1X4 LED LIGHT (FIXTURE ID WITH'EM' DESIGNATES EMERGENCY)
CEILING MOUNTED 1X4 LED LIGHT (FIXTURE ID WITH 'EM'DESIGNATES EMERGENCY), SEE FIXTURE SCHEDULE
EXTERIOR LED WALL MOUNTED LIGHT,SEE FIXTURE SCHEDULE
LED WALL SCONCE, SEE FIXTURE SCHEDULE
LED UNDERMOUNT TASK LIGHT, SEE FIXTURE SCHEDULE &UNDERCABINET TASK LIGHTING DETAIL IN DRAWING SET
RECESSED LED DOWN LIGHT (FIXTURE ID WITH 'EM'DESIGNATES EMERGENCY), SEE FIXTURE SCHEDULE
RECESSED LED DOWN LIGHT WITH NIGHT LIGHT(FIXTURE ID WITH 'EM' DESIGNATES EMERGENCY), SEEFIXTURE SCHEDULE
LED EXIT SIGN WITH EMERGENCY EGRESSLIGHT, SEE FIXTURE SCHEDULE
LED EXIT SIGN, UNIVERSAL MOUNTING.SHADED SURFACE INDICATES FACE
LIGHTING PLAN SYMBOLS
Drafted By:
Checked By:
Date Drafted:
Project #:
These drawings, as instrumentsof service, remain the propertyof the Architect or Engineer.Any changes, publication, oruse of any kind is prohibitedunless expressly authorized bysaid party.
ENGINEER
Michael Paul Hahlbeck, PEIllinois License # 062071962Expires : November 30, 2021
Copyright 2021
03/19/2021
20113-01
AE COA # 184003003
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E000ELECTRICAL SYMBOLS,
ABBREVIATIONS & NOTES
,A -Niii 12 IChristopher Kidd and Associates, LLC-. RCHiTECTS EKCINEERS "'-At-'!. ! E n S
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· ELECTRICAL CONTRACTOR TO VERIFY VOLTAGE, LED DRIVER TYPE (FULL RANGE DIMMING, ETC.), MOUNTING HEIGHT, AND MOUNTING ACCESSORIES BEFORE ORDERING FIXTURES (NO LIGHT FIXTURE SUBSTITUTIONS ALLOWED).
· EXTERIOR BUILDING EMERGENCY EGRESS FIXTURES SHALL BE CONNECTED TO INTERIOR MOUNTED INVERTER AS REQUIRED. SEE PLAN FOR LOCATION AND FURTHER INFORMATION.
· WHEN DIMMING FIXTURES WITH 0-10V CONTROL, (2) ADDITIONAL LOW VOLTAGE WIRES (GRAY AND PURPLE) SHALL BE INSTALLED FOR 0-10V CONTROL. PROVIDE COMPATIBLE DIMMER.
· LIGHT FIXTURE AND LIGHTING CONTROL DEVICE INTERCONNECTION SHOWN ON DRAWINGS IS FOR CLARIFICATION OF THE CONTROL INTENT AND MAY NOT REPRESENT THE ACTUAL WAY THE FIXTURES AND DEVICES ARE INTERCONNECTED ORANY REQUIRED POWER PACKS, RELAYS OR OTHER REQUIRED APPURTENANCES.
LED LIGHTING FIXTURE SCHEDULE NOTES
1. REFER TO SHEET E0.0 FOR LIGHTING PLAN SYMBOLS AND ABBREVIATIONS,FOR RELATED NOTES & MINIMUM REQUIREMENTS.
2. ELECTRICAL CONTRACTOR SHALL COORDINATE LIGHT FIXTUREPLACEMENT WITH EXISTING CANOPY STRUCTURE. ALL LIGHTS SHALL BEEQUIDISTANTLY PLACED AS SHOWN ON PLANS BASED ON EXISTINGCANOPY CONDITIONS.
3. CANOPY LIGHTING SHALL BE FED EITHER FROM EXISTING CANOPYLIGHTING CIRCUIT OR SPARE 120V CIRCUIT. EC SHALL LOCATE ANDDETERMINE EXACT LOCATION AND REQUIREMENTS FOR NEW CANOPYLIGHTING POWER PRIOR TO BID.
4. ELECTRICAL CONTRACTOR SHALL PROVIDE A DIMMING LIGHTING CONTROLRELAY PANEL TO CONTROL ALL EXTERIOR LIGHTING AS PART OF THISPROJECT. LIGHTING CONTROL PANEL SHALL RAMP EXTERIOR CANOPYLIGHTS UP FROM 0-100% OVER A 30 MINUTE PERIOD. EC SHALL PROVIDELIGHTING CONTROL PANEL WITH 120V RELAYS.
5. ELECTRICAL CONTRACTOR SHALL PROVIDE MYERS POWER SYSTEMSINVERTER 1-LVM-1-D MOUNTED ADJACENT TO PANEL. INVERTER SHALLPROVIDE EMERGENCY POWER TO EMERGENCY EGRESS FIXTURES ATCANOPY.
PLAN NOTESEXISTING PROJECT CONDITIONS, AS THEY APPEAR ON THESE DRAWINGS, SUCH ASARCHITECTURAL AND STRUCTURAL BUILDING COMPONENTS, MECHANICAL ANDELECTRICAL EQUIPMENT, PIPING, DUCTWORK, ROUGH-INS AND OTHER MISCELLANEOUSCONSTRUCTION, HAVE BEEN GATHERED AND TRANSFERRED FROM PREVIOUSCONSTRUCTION DRAWINGS. WHILE SUCH INFORMATION HAS BEEN COLLECTED ANDINTERPRETED WITH REASONABLE CARE, THE ARCHITECT AND ENGINEER DO NOTASSUME ANY EXPRESSED OR IMPLIED GUARANTEE THAT CONDITIONS SO INDICATEDARE ENTIRELY COMPLETE, CORRECT AND REPRESENTATIVE OF THOSE ACTUALLYEXISTING. ALL CONTRACTORS SHALL PROVE TO THEMSELVES AS TO ALL EXISTINGCONDITIONS PRIOR TO BIDDING, AND VERIFY ALL DIMENSIONS AT THE SITE. PRIOR TOSUBMITTING BID, THE CONTRACTOR AND SUB-CONTRACTORS SHALL VISIT THE JOB SITEAND BECOME FULLY ACQUAINTED WITH THE EXISTING CONDITIONS OF THE PROJECT.THE CONTRACTOR AND SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR REVIEW OFTHE GENERAL NOTES, SPECIFICATIONS AND ALL OTHER DRAWINGS FOR ADDITIONALREQUIREMENTS WHICH MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OFTHE CONSTRUCTION DOCUMENTS. NOTIFY CONTRACT ADMINISTRATOR OF ANYDISCREPANCIES PRIOR TO SUBMISSION OF BID.
EXISTING CONDITIONS NOTE
-E1 CANOPY LIGHTING PLAN
E2E3 CANOPY LIGHT FIXTURE CUTSHEET
LIGHTING FIXTURE SCHEDULE
TYPELAMPS
Description Manufacturer Catalog NumberQty Catalog Number
C1 3448LM/862LM 5000K LED SURFACE MOUNTED EXTERIOR EDGE ELEMENT FIXTURE (PROVIDE 1FT/4FT SECTIONS AS REQUIRED) COLOR KINETIC 350-000014-15 (4FT), 350-000014-14 (1FT)D1 4000LM 3500K LED RECESSED 4" LED CANOPY DOWNLIGHT GOTHAM ICO4-40/15-AR-LSS-60D-120/277-EZ10
D1 EM 3200LM 3500K LED RECESSED 4" LED CANOPY DOWNLIGHT (PROVIDE EMERGENCY POWER VIA INTERNALLY MOUNTED INVERTOR) GOTHAM ICO4-40/15-AR-LSS-60D-120/277-EZ10
Drafted By:
Checked By:
Date Drafted:
Project #:
These drawings, as instrumentsof service, remain the propertyof the Architect or Engineer.Any changes, publication, oruse of any kind is prohibitedunless expressly authorized bysaid party.
ENGINEER
Michael Paul Hahlbeck, PEIllinois License # 062071962Expires : November 30, 2021
Copyright 2021
03/19/2021
20113-01
AE COA # 184003003
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-E1 CANOPY PHOTOMETRIC PLAN
-E2 CANOPY PHOTOMETRIC RENDERING
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0.7
1.3
2.3
4.0
6.3
9.1
12.2
15.2
18.0
20.4
21.9
23.0
23.6
23.8
23.8
23.7
23.2
22.2
20.8
18.5
15.7
12.6
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.3
0.7
1.4
2.5
4.3
6.9
10.0
13.3
16.7
19.8
22.3
24.1
25.2
25.7
26.0
26.1
25.8
25.4
24.4
22.7
20.3
17.2
13.8
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.4
0.8
1.5
2.6
4.5
7.1
10.3
13.8
17.2
20.4
23.0
24.8
26.0
26.6
26.9
26.9
26.7
26.2
25.2
23.5
20.9
17.8
14.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.3
0.7
1.4
2.6
4.4
6.9
10.0
13.4
16.8
19.9
22.4
24.2
25.3
25.9
26.2
26.2
26.0
25.5
24.5
22.8
20.4
17.3
13.9
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.3
0.7
1.3
2.4
4.0
6.4
9.2
12.3
15.3
18.2
20.6
22.2
23.2
23.8
24.0
24.0
23.9
23.4
22.4
21.0
18.7
15.8
12.8
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.3
0.6
1.1
2.1
3.5
5.6
8.0
10.7
13.3
15.8
17.8
19.2
20.1
20.6
20.8
20.9
20.7
20.3
19.5
18.1
16.2
13.8
11.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.5
0.9
1.7
2.5
3.8
5.2
0.7
0.0
7.5
14.6
15.7
16.4
16.8
17.0
17.0
16.9
16.6
15.9
9.9
0.0
0.0
6.4
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.3
0.7
1.1
1.8
0.4
0.4
0.0
0.0
5.4
11.1
11.9
12.5
12.8
12.9
12.9
12.8
12.6
8.8
7.3
0.0
0.0
0.5
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.5
0.8
0.1
0.2
0.2
0.2
2.2
3.7
7.7
8.3
8.6
8.8
8.9
8.9
8.9
7.0
6.0
4.8
3.3
0.5
0.3
2.4
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.2
0.0
0.1
0.1
0.2
0.9
1.5
2.2
4.4
5.2
5.4
5.6
5.6
5.6
4.8
4.4
3.8
3.0
2.3
0.9
0.3
0.2
1.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.0
0.0
0.0
0.0
0.1
0.4
0.6
0.9
1.3
1.7
3.1
3.2
3.3
3.3
3.0
2.8
2.5
2.2
1.7
1.3
0.9
0.1
0.1
0.4
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.3
0.5
0.7
1.0
1.7
1.8
1.8
1.7
1.7
1.5
1.4
1.2
1.0
0.7
0.5
0.4
0.1
0.0
0.3
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.3
0.4
0.5
0.8
0.9
0.9
0.9
0.8
0.8
0.7
0.6
0.5
0.4
0.3
0.2
0.1
0.0
0.0
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.2
0.3
0.4
0.4
0.4
0.4
0.4
0.3
0.3
0.2
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Drafted By:
Checked By:
Date Drafted:
Project #:
These drawings, as instrumentsof service, remain the propertyof the Architect or Engineer.Any changes, publication, oruse of any kind is prohibitedunless expressly authorized bysaid party.
ENGINEER
Michael Paul Hahlbeck, PEIllinois License # 062071962Expires : November 30, 2021
Copyright 2021
03/19/2021
20113-01
AE COA # 184003003
#D
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E210CANOPY PHOTOMETRIC
PLAN
,A -Niii 12 IChristopher Kidd and Associates, LLC-. RCHiTECTS EKCINEERS "'-At-'!. ! E n S
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HYATT PLACE
-E1 EXTERIOR NORTH EDGE ELEMENT LIGHTING PLAN
1. REFER TO SHEET E0.0 FOR LIGHTING PLAN SYMBOLS AND ABBREVIATIONS,FOR RELATED NOTES & MINIMUM REQUIREMENTS.
2. ELECTRICAL CONTRACTOR SHALL PROVIDE FIXTURE C1 WITHIN LIGHTCHANNEL AROUND THE LEFT AND TOP EDGE ELEMENT CONSTRUCTION.REFER TO DETAILS ON SHEET A800 FOR MORE INFORMATION.
3. ELECTRICAL CONTRACTOR SHALL DETERMINE EXACT LENGTHS OF COVELIGHTING THAT SHALL BE INSTALLED BASED ON EDGE ELEMENTCONSTRUCTION.
4. ELECTRICAL CONTRACTOR SHALL MOUNT REMOTE DRIVERS IN 24X24"WEATHERPROOF JUNCTION BOX. THREE REMOTE DRIVERS SHALL BEPROVIDED FOR THE TOP OF THE EDGE ELEMENT AND TWO REMOTEDRIVERS SHALL BE PROVIDED FOR THE SIDE EDGE ELEMENT. THEREMOTE DRIVERS SHALL BE MOUNTED ON THE ROOF BEHIND THE ROOFPARAPET AND FEED TO FIXTURES VIA LEADER WIRE. EC SHALL PROVIDELEADER WIRE ACCESSORY AS REQUIRED.
5. ELECTRICAL CONTRACTOR SHALL PROVIDE A DIMMING LIGHTING CONTROLRELAY PANEL TO CONTROL ALL EXTERIOR LIGHTING AS PART OF THISPROJECT. EC SHALL PROVIDE LIGHTING CONTROL PANEL WITH 120VRELAYS.
PLAN NOTES
SEE PLANNOTE 2 & 3SEE PLAN
NOTE 2 & 3
SEE PLANNOTE 4
HYATT PLACE
-E2 EXTERIOR SOUTH EDGE ELEMENT LIGHTING PLAN - ALTERNATE BID
SEE PLANNOTE 2 & 3
SEE PLANNOTE 4
SEE PLANNOTE 2 & 3
Drafted By:
Checked By:
Date Drafted:
Project #:
These drawings, as instrumentsof service, remain the propertyof the Architect or Engineer.Any changes, publication, oruse of any kind is prohibitedunless expressly authorized bysaid party.
ENGINEER
Michael Paul Hahlbeck, PEIllinois License # 062071962Expires : November 30, 2021
Copyright 2021
03/19/2021
20113-01
AE COA # 184003003
#D
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REV
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ND
ESC
RIP
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Ext
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for:
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1851
McC
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Sch
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burg
,IL
6017
3-
03/1
9/20
21IS
SU
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FOR
PER
MIT
---
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E220EDGE ELEMENT LIGHTING
PLAN
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-E1 EDGE ELEMENT LIGHT FIXTURE CUTSHEET
-E2 EDGE ELEMENT PHOTOMETRIC RENDERINGS
Drafted By:
Checked By:
Date Drafted:
Project #:
These drawings, as instrumentsof service, remain the propertyof the Architect or Engineer.Any changes, publication, oruse of any kind is prohibitedunless expressly authorized bysaid party.
ENGINEER
Michael Paul Hahlbeck, PEIllinois License # 062071962Expires : November 30, 2021
Copyright 2021
03/19/2021
20113-01
AE COA # 184003003
#D
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REV
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for:
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,IL
6017
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03/1
9/20
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SU
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FOR
PER
MIT
---
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E230EDGE ELEMENT LIGHTING
DETAILS
,A -Niii 12 IChristopher Kidd and Associates, LLC-. RCHiTECTS EKCINEERS "'-At-'!. ! E n S
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6-2
2-21
NTS Request Number:
Date: Project Name:
Address:
City / State / Zip:
Scale:
Drawn:
This is an original unpublished drawing created by Coast Sign, Inc. It is submitted for your personal use in conjunction with a project being planned for you by Coast Sign, Inc., And shall not be reproduced, used by or disclosed to any firm or corporation for any purpose whatsoever without written permission.
No. Revision Notes Designer Date
11 X 17 TEMPLATE VERSION 8.9
DESIGN DRAWING of
Notes:PM:
4
5
6
1
2
3
No. Revision Notes Designer Date
10
11
12
7
8
9
DEV-HYPL-00182Schaumburg, ILRodel B.
Tiffani S.
Hyatt Place
1851 McConnor Parkway
06-15-2021
1500 W. Embassy St. Anaheim, CA 92802 714.520.9144
91
1851 McConnor Parkway Schaumburg, IL 60173
NTS Request Number:
Date: Project Name:
Address:
City / State / Zip:
Scale:
Drawn:
This is an original unpublished drawing created by Coast Sign, Inc. It is submitted for your personal use in conjunction with a project being planned for you by Coast Sign, Inc., And shall not be reproduced, used by or disclosed to any firm or corporation for any purpose whatsoever without written permission.
No. Revision Notes Designer Date
11 X 17 TEMPLATE VERSION 8.9
DESIGN DRAWING of
Notes:PM:
4
5
6
1
2
3
No. Revision Notes Designer Date
10
11
12
7
8
9
DEV-HYPL-00182Schaumburg, ILRodel B.
Tiffani S.
Hyatt Place
1851 McConnor Parkway
06-15-2021
1500 W. Embassy St. Anaheim, CA 92802 714.520.9144
92
SIGNAGE SPECIFICATIONSSITE PLAN
A
C
B
D
ILLUMINATED CHANNEL LETTERSManufacture and Install (1) Channel Letters
ILLUMINATED CHANNEL LETTERSManufacture and Install (1) Channel Letters
ILLUMINATED CHANNEL LETTERSManufacture and Install (1) Channel Letters
D/F ILLUMINATED MONUMENT SIGNManufacture and Install (1) Monument Sign
Wall Signs: There shall not be more than one wall sign for each building except where the building abuts two or more streets, additional such signs, one oriented to each abutting street, shall be permitted. A wall sign may be located on the outermost wall of the any building but shall not project more than siztenn inches from the wall to which the sign is to be affixed. Wall sign shall not exceed 10% of the area of the building wall, includingdoors and windows, to which the sign is to be affixed, or 200 sq ft, whichever is smaller. The gross surface area of a wall signmay be increased to 20% if such a wall sign consists only of individual characters w/o background, except that the gross surface area of the sign shall not exceed 200 sf.
Ground Sign: There shall not be more than one ground sign for each building. The gross surface area of a ground sign shall not exceed 100 sq ft for each face and shall not exceed a total of 200 sf. Ground sign cannot project higher than 15 ft as measured from the base of the sign.
B
A
D
C
N
CODE STANDARDS:
NTS Request Number:
Date: Project Name:
Address:
City / State / Zip:
Scale:
Drawn:
This is an original unpublished drawing created by Coast Sign, Inc. It is submitted for your personal use in conjunction with a project being planned for you by Coast Sign, Inc., And shall not be reproduced, used by or disclosed to any firm or corporation for any purpose whatsoever without written permission.
No. Revision Notes Designer Date
11 X 17 TEMPLATE VERSION 8.9
DESIGN DRAWING of
Notes:PM:
4
5
6
1
2
3
No. Revision Notes Designer Date
10
11
12
7
8
9
DEV-HYPL-00182Schaumburg, ILRodel B.
Tiffani S.
Hyatt Place
1851 McConnor Parkway
06-15-2021
1500 W. Embassy St. Anaheim, CA 92802 714.520.9144
93
CUSTOMER APPROVAL
Customer Signature Date
NORTH ELEVATION @ ILLUMINATED CHANNEL LETTERS A
Scale: 1/16”=1’-0”
197'-4 3/8"
28'-2"
24"40"
±53'-5 1
/4"
NTS Request Number:
Date: Project Name:
Address:
City / State / Zip:
Scale:
Drawn:
This is an original unpublished drawing created by Coast Sign, Inc. It is submitted for your personal use in conjunction with a project being planned for you by Coast Sign, Inc., And shall not be reproduced, used by or disclosed to any firm or corporation for any purpose whatsoever without written permission.
No. Revision Notes Designer Date
11 X 17 TEMPLATE VERSION 8.9
DESIGN DRAWING of
Notes:PM:
4
5
6
1
2
3
No. Revision Notes Designer Date
10
11
12
7
8
9
DEV-HYPL-00182Schaumburg, ILRodel B.
Tiffani S.
Hyatt Place
1851 McConnor Parkway
06-15-2021
1500 W. Embassy St. Anaheim, CA 92802 714.520.9144
95
CUSTOMER APPROVAL
Customer Signature Date
EAST ELEVATION @ ILLUMINATED CHANNEL LETTERS C
Scale: 1/16”=1’-0”
144'-5 1/8"
28'-2"
40"
±53'-5 1
/4"
24"
NTS Request Number:
Date: Project Name:
Address:
City / State / Zip:
Scale:
Drawn:
This is an original unpublished drawing created by Coast Sign, Inc. It is submitted for your personal use in conjunction with a project being planned for you by Coast Sign, Inc., And shall not be reproduced, used by or disclosed to any firm or corporation for any purpose whatsoever without written permission.
No. Revision Notes Designer Date
11 X 17 TEMPLATE VERSION 8.9
DESIGN DRAWING of
Notes:PM:
4
5
6
1
2
3
No. Revision Notes Designer Date
10
11
12
7
8
9
DEV-HYPL-00182Schaumburg, ILRodel B.
Tiffani S.
Hyatt Place
1851 McConnor Parkway
06-15-2021
1500 W. Embassy St. Anaheim, CA 92802 714.520.9144
96
EXISTING PHOTO- SIGN D
NOTE: SURVEY NEEDED FOR ACCURATE REPRESENTATION.
NOTE: CONCEPTUAL IMAGE ONLY VERIFY ARTWORK AND DIMENSIONS
PRIOR TO FABRICATION
PHOTO ENHANCEMENT- SIGN D
NTS Request Number:
Date: Project Name:
Address:
City / State / Zip:
Scale:
Drawn:
This is an original unpublished drawing created by Coast Sign, Inc. It is submitted for your personal use in conjunction with a project being planned for you by Coast Sign, Inc., And shall not be reproduced, used by or disclosed to any firm or corporation for any purpose whatsoever without written permission.
No. Revision Notes Designer Date
11 X 17 TEMPLATE VERSION 8.9
DESIGN DRAWING of
Notes:PM:
4
5
6
1
2
3
No. Revision Notes Designer Date
10
11
12
7
8
9
DEV-HYPL-00182Schaumburg, ILRodel B.
Tiffani S.
Hyatt Place
1851 McConnor Parkway
06-15-2021
1500 W. Embassy St. Anaheim, CA 92802 714.520.9144
97
SMALL LOGO (19" to 45")LARGER LOGO (50 5/8" to 112 1/2")
FOR DIMENSIONSEE COLUMN -A-
FRONT VIEW @ ILLUM. CHANNEL LETTERS SCALE: NTS
MODEL # 1 - ILLUMINATED INDIVIDUAL LETTERS AND LOGO
LOGO SECTION DETAIL LETTER SECTION DETAIL
REMOTE
LETTER FACES:WHITE ACRYSTEEL
LOGO & LETTER RETURNS:PAINT, GUNMETAL GRAY SOLID
PER APPROVED SAMPLE
MVPTV2ND SURFACE HYATT PLACE YELLOWW/ #30 DIFFUSER
MVPTV2ND SURFACE HYATT PLACE LAVENDERW/ #30 DIFFUSER
MVPTV2ND SURFACE HYATT PLACE BLUEW/ #30 DIFFUSER
MVPTV2ND SURFACE HYATT PLACE BLACKW/ 7725-12 OPAQUE BLACK VINYL
MVPTV2ND SURFACE HYATT PLACE PISTACHIOW/ #30 DIFFUSER
MVPTV2ND SURFACE HYATT PLACE ORANGEW/ #30 DIFFUSER
MVPTV2ND SURFACE HYATT PLACE LIME GREENW/ #30 DIFFUSER
MVPTV2ND SURFACE HYATT PLACE LIGHT GREENW/ #30 DIFFUSER
MVPTV = MIRATEC SYSTEMS PRINTED TRANSLUCENT VINYL
"COLOR DETAIL"
W/ APPLIED MIRATEC SYSTEM PRINTED TRANSLUCENT VINYL FIRST SURFACE
PAINED GUNMETAL GRAY SOLID
PAINTED GUNMETAL GRAY SOLID PER APPROVED SAMPLE
#FLNA70741
PER APPROVED SAMPLE
BAA B
NTS Request Number:
Date: Project Name:
Address:
City / State / Zip:
Scale:
Drawn:
This is an original unpublished drawing created by Coast Sign, Inc. It is submitted for your personal use in conjunction with a project being planned for you by Coast Sign, Inc., And shall not be reproduced, used by or disclosed to any firm or corporation for any purpose whatsoever without written permission.
No. Revision Notes Designer Date
11 X 17 TEMPLATE VERSION 8.9
DESIGN DRAWING of
Notes:PM:
4
5
6
1
2
3
No. Revision Notes Designer Date
10
11
12
7
8
9
DEV-HYPL-00182Schaumburg, ILRodel B.
Tiffani S.
Hyatt Place
1851 McConnor Parkway
06-15-2021
1500 W. Embassy St. Anaheim, CA 92802 714.520.9144
98
SMALL LOGO (19" to 45")LARGER LOGO (50 5/8" to 112 1/2")
FOR DIMENSIONSEE COLUMN -A-
FRONT VIEW @ ILLUM. CHANNEL LETTERS SCALE: NTS
MODEL # 1 - ILLUMINATED INDIVIDUAL LETTERS AND LOGO
LOGO SECTION DETAIL LETTER SECTION DETAIL
REMOTE
LETTER FACES:1ST SURFACE 5590-122 DUAL-COLOR VINYL & 2ND SURFACE #30 DIFFUSER
LOGO & LETTER RETURNS:PAINT, GUNMETAL GRAY SOLID
PER APPROVED SAMPLE
MVPTV2ND SURFACE HYATT PLACE YELLOWW/ #30 DIFFUSER
MVPTV2ND SURFACE HYATT PLACE LAVENDERW/ #30 DIFFUSER
MVPTV2ND SURFACE HYATT PLACE BLUEW/ #30 DIFFUSER
MVPTV2ND SURFACE HYATT PLACE BLACKW/ 7725-12 OPAQUE BLACK VINYL
MVPTV2ND SURFACE HYATT PLACE PISTACHIOW/ #30 DIFFUSER
MVPTV2ND SURFACE HYATT PLACE ORANGEW/ #30 DIFFUSER
MVPTV2ND SURFACE HYATT PLACE LIME GREENW/ #30 DIFFUSER
MVPTV2ND SURFACE HYATT PLACE LIGHT GREENW/ #30 DIFFUSER
MVPTV = MIRATEC SYSTEMS PRINTED TRANSLUCENT VINYL
"COLOR DETAIL"
5590-122 DUAL-COLOR VINYL
W/ APPLIED MIRATEC SYSTEM PRINTED TRANSLUCENT VINYL FIRST SURFACE
PAINED GUNMETAL GRAY SOLID
PAINTED GUNMETAL GRAY SOLID PER APPROVED SAMPLE
#FLNA70741
PER APPROVED SAMPLE
CC
NTS Request Number:
Date: Project Name:
Address:
City / State / Zip:
Scale:
Drawn:
This is an original unpublished drawing created by Coast Sign, Inc. It is submitted for your personal use in conjunction with a project being planned for you by Coast Sign, Inc., And shall not be reproduced, used by or disclosed to any firm or corporation for any purpose whatsoever without written permission.
No. Revision Notes Designer Date
11 X 17 TEMPLATE VERSION 8.9
DESIGN DRAWING of
Notes:PM:
4
5
6
1
2
3
No. Revision Notes Designer Date
10
11
12
7
8
9
DEV-HYPL-00182Schaumburg, ILRodel B.
Tiffani S.
Hyatt Place
1851 McConnor Parkway
06-15-2021
1500 W. Embassy St. Anaheim, CA 92802 714.520.9144
99
FACES:............... .125” ALUM. ROUTED FOR PUSH THRU, PTM GUNMETAL GRAY SOLIDRETURNS:.......... .125” ALUM. PTM GUNMETAL GRAY SOLIDBORDER:............ 1½” x 1½” x .125” FABRICATED ALUM. TUBE BORDER, PTM FACESGRAPHICS:......... .500” CLEAR ACRYLIC ENGRAVED TO PUSH THRU W/ VINYL, DIFFUSERILLUMINATION:.. PRINCIPAL STREET STIK DS WHITE LEDs
MONUMENT:
GENERAL SPECIFICATIONS:
ELECTRICAL SPECIFICATIONS:(10) PRINCIPAL STREET STIK DS LEDS (PL-OP2-JW3-P-ST-DS-24-TW)(2) PRINCIPAL POWER SUPPLIES (PL-60-12-U) @ 1.1 AMPS EA.(1) CUSTOMER PROVIDED 120V/20A/60HZ DEDICATED CIRCUIT REQUIRED TOTAL CIRCUIT LOAD:
2.2 AMPS @ 120 VAC
COLOR SPECIFICATIONS:
ALUMINUM BASE CLADDING BY GC
3M VINYL: #3630-20 WHITEPAINT: INTERIOR WHITE LEP
PAINT: #FLNA70741
GUNMETAL GRAY SOLID - PER APPROVED SAMPLE
GUNMETAL GRAY SOLID - PER APPROVED SAMPLE
PAINT: #FLNA70741
12
11
15
14
16
1318&
19
17
14
apply [01] layer of 3M 3630-015 "yellow" vinyl11
14 apply [01] layer of Arlon series 2500-22 "black" vinyl
15 apply [01] layer of 3m#3630-149 “light beige” vinyl
16 apply [01] layer of Arlon series 2500-84 "tangerine" vinyl
12 apply [01] layer of Arlon series 2100-75 "lavender" vinyl
apply [01] layer of Arlon series 2500-106 "brilliant green" vinyl17
13 apply [01] layer of 3M 3630-57 "olympic blue" vinyl
apply [01] layer of 3M 3630-136 "lime green", thenapply [01] layer of Arlon series 2500-2498 "light blue"on top of it to produce a "spring green"
18&
19
ISO VIEW
1 1/2"
1'-6"
3'-3"
3'-6"
1’-10
1/2
”
5'-6"
6'-2 1/2"
7'-9"
8'-0"
FRONT VIEW @ D/F ILLUM. MONUMENT SIGN W/ PUSH THRUScale: 1/2" = 1'-0" 44 sq.ft
SIDE VIEW
1/2”Ø-13 x 5”SADDLE BOLTS
PRINCIPAL 24” STREET STIKS(5 STICKS PER P.S.)
HSS STANDARD STEELPIPE (3.5” O.D., .216” WALL)
.500” CLEAR ACRYLICW/ VINYL & DIFFUSER
.125” ALUM. ROUTED OUT,PAINTED GUNMETAL (TBD)
REINFORCE W/ ALUM.ANGLE AS REQ’D
1” x 1” x .125”ALUM. TUBE BASE FRAME
SIDE VIEW: STRUCTURAL/ELECTRICAL DETAILS
10"
D
NOTE: CONCEPTUAL IMAGE ONLY VERIFY ARTWORK AND DIMENSIONS
PRIOR TO FABRICATION